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portland international airport cargo center exterior building

1. 6 Availability of bands be e d aeree teet 6 Physical Conditions Investigations Reports and Tests eese 7 Differing Site Conditions ettet Re het onde bee ee 7 survey Control sin eite rH RES e e tn eee eren ee o eid ste roi eas 7 ARTICLE 5 BONDS AND INSURANCE nebst Peter ries 7 lone 7 Workers Compensation o m RR deme 7 Eaabihlity Ins raitice iiir Ree reed ettet re e Pe ree ntes 8 Builders Risk InSurance EE veces HUE e QE Ra 8 ARTICLE 6 CONTRACTOR S RESPONSIBILITIES sees nennen rennen enne nete 9 Administration and Supervision eese e EE A E aE 9 Labor and Material en REG eye ere Hie E eese n heel cnc dele tenner eoi a 9 Pre Bid Approved Equals Equals and Substitutes esee 10 Concerning SubContractors oco iet rr tee o emere tet eer em ete c tig cote 12 Patent Fees and Royalties arie ee e ie ete e eee Lebe ette oda oce idee 12 Computer Software and Code Use Rights esee ener nre 12 Permits 12 Eaws and Regul tions 1 Lnd ste De eee ea e Lo ER HERE ceret 13 Environmental Responsibilities iet
2. A Air pollution Water pollution Contamination of soil groundwater or sediment Filling or destruction of wetlands Soc qu Taking of a federally listed threatened or endangered species through habitat destruction habitat degradation or otherwise and F Introduction of an invasive species In addition to the foregoing requirements the Contractor shall manage and conduct all activities related to the performance of this Contract in accordance with all environmental Laws and regulations and with the requirements of all permits issued under those Laws and regulations of which the Contractor has been given notice or has actual knowledge Environmental laws and regulations means all federal and state statutes all local ordinances and all regulations adopted pursuant to those statutes and ordinances as any of them may be amended from time to time dealing with the prevention of environmental pollution or the preservation of natural resources including but not limited to the Resource Conservation and Recovery Act the Comprehensive Environmental Response Compensation and Liability Act the Toxic Substances Control Act the Clean Air Act the Clean Water Act and Oregon Revised Statutes Chapters 465 466 467 468 468A 468B and 496 If the Contractor believes compliance with a requirement under this Contract or a direction given by the Port will result in violation of any environmental laws or regulations the Contractor shall s
3. Product Data Pictures standard schedules performance charts instructions brochures diagrams and other information furnished by the Contractor to illustrate a material product or system for some portion of the Work Samples Physical examples of material equipment or workmanship which demonstrate and establish standards by which the Work will be judged Shop Drawings Diagrams drawings illustrations instructions and other data submitted by the Contractor to illustrate some portion of the Work Specifications Those portions of this Contract consisting of written technical descriptions of materials equipment systems standards and workmanship as applied to the Work and certain administrative details applicable thereto Subcontractor n individual or firm having a direct contract with the Contractor or with any other Subcontractor at any tier for the performance of a part of the Work Substantial Completion Completion of the Work or a part of the Work designated by the Port in accordance with this Contract to the point where it may be utilized for the purpose for which it was intended Work The labor material equipment and services required by this Contract Work Start Date The day stated in the Notice to Proceed when the Contract Time will begin to run in accordance with this Contract GENERAL CONDITIONS Rev 05 14 007200 2 S MASTERS STANDARDCONTRACTDOCS GCS DOC ARTICLE 1 TERMINOLOGY 1 1 Unless
4. Signed and sealed this day of 20 PRINCIPAL SURETY By By Name Name Title Attorney in Fact 4 14 15 LABOR AND MATERIAL PAYMENT BOND S PDX 13D 056 FTEND DOC 006101 1 DOCUMENT 007200 GENERAL CONDITIONS TABLE OF CONTENTS Page Title Number DEFINITIONS eeroeees 1 ARTICLE I TERMINOLOQGY 5 noU wu E a RU ee items iR 3 ARTICLE 2 PRELIMINARY MATTERS Reo trm ie needed eed ceti ftau tesi iens 3 Port Repres nt tiVe e e bo ed aid tc 3 Contractor s Representative teet tre e teet e Hte n ee t ce tH RE ere devotes 3 COMMUNICATIONS Eee e ER HE t 3 Copies of Project Manual and Drawings enne nennen 4 Commencement of Contract ime uenerit ed Ree ne aic ee ERU 4 Starting the Work ere ee d o TERT LUN ERU YER EROS IEEE T GIN RR ene Maca 4 Betore Starting Construct OM nier tiie en ten eai Pere aioe 4 ARTICLE 3 CONTRACT DOCUMENTS creien eeccesecesecsseceecaeecaeeeneeeeeeseesseeseeesseessesecssecsaecsaecnaecaasesaseaeseneeseees 5 Intent isis aN Ee RAR a ead cte n e eu ete 5 Reference Standards EP Aer 6 Reporting AMBISUIteS Fee tes HE e le Le Ce ba EA ER LE 6 Reuse ipn Ue 6 Use ot Electronic Docunients 2 22 eicere rti retur rece epe ED Wes E e Leno weasels 6 ARTICLE 4 AVAILABILITY OF LANDS PHYSICAL CONDITIONS SURVEY
5. 1 Review and finalize construction schedule and verify availability of materials Installer s personnel equipment and facilities needed to make progress and avoid delays 2 Review discuss and coordinate the interrelationship of vinyl windows with other exterior wall components Include provisions for anchoring flashing weeping sealants and protecting finishes 3 Review and discuss the sequence of work required to construct a watertight and weathertight exterior building envelope 4 Inspect and discuss the condition of substrate and other preparatory work performed by other trades SUBMITTALS Product Data For each type of product l Include construction details material descriptions glazing and fabrication methods dimensions of individual components and profiles hardware and finishes for vinyl windows Shop Drawings Include plans elevations sections hardware accessories insect screens operational clearances and details of installation including anchor flashing and sealant installation Samples For each exposed product and for each color specified 2 by 4 inches in size Samples for Initial Selection For units with factory applied color finishes 1 Include similar Samples of hardware and accessories involving color selection Samples for Verification For vinyl windows and components required prepared on Samples of size indicated below 1 Exposed Finishes 2 by 4 inches 2 Exposed Hardware Full
6. DIVISION 9 FINISHES Section 099100 Painting DIVISION 13 SPECIAL CONSTRUCTION Section 133423 Steel Building System FACILITY SERVICES SUBGROUP DIVISION 23 HEATING VENTILATING AND AIR CONDITIONING Section 230529 Hangers and Supports 230545 Seismic Restraints for HVAC Piping and Equipment 235523 Gas Fired Radiant Heaters DIVISION 26 ELECTRICAL Section 260500 Common Work Results for Electrical 4 14 15 S PDX 13D 056 FTEND DOC TABLE OF CONTENTS 000110 2 SHEET NUMBERS CD PDX 2015 512 GI 1 A 1 A 15 S 1 5 8 4 14 15 S PDX 13D 056 FTEND DOC DOCUMENT 000115 DRAWINGS INDEX PORTLAND INTERNATIONAL AIRPORT CARGO CENTER EXTERIOR BUILDING REHABILITATION SHEET SUBJECT GENERAL INFORMATION ARCHITECTURAL STRUCTURAL DRAWINGS INDEX 000115 1 DOCUMENT 001100 INVITATION TO BID THE PORT OF PORTLAND PORTLAND INTERNATIONAL AIRPORT CARGO CENTER EXTERIOR BUILDING REHABILITATION Solicitation No 2015 6304 Sealed bids for the Portland International Airport Cargo Center Exterior Building Rehabilitation project will be received at the office of the Manager Contracts and Procurement of The Port of Portland 7200 N E Airport Way 8th Floor Portland Oregon 97218 mailing address Post Office Box 3529 Portland Oregon 97208 until but not after 2 p m on May 6 2015 and thereafter publicly opened and read The work includes but is not limited to Replacement of exterior Z purlins su
7. Pitch piping down at least 1 2 inch per 20 feet on radiant lines End Vent Assembly 1 Install in accordance with the manufacturer s instructions 2 Install gas flue between heater tube and roof vent termination hood ADJUSTMENTS Perform minor adjustments and correct damaged or dislocated components as required for safe operation TESTING Check out start up and test systems equipment and components specified herein 1 Installation checkout startup and operational testing shall be under the supervision of manufacturer s representative who shall certify when installation is complete and system is adjusted and operating satisfactorily END OF SECTION 235523 GAS FIRED RADIENT HEATER 4 14 2015 235523 2 S PDX 13D 056 CONSULTANT FINAL 235523 GAS FIRED RADIANT HEATERS DOCX SECTION 260500 COMMON WORK RESULTS FOR ELECTRICAL PART 1 GENERAL 1 1 DESCRIPTION A This division includes the electrical requirements of the work including but not restricted to the following key elements Disconnection re connection repair replacement or abandonment of existing electrical conditions in an immediately adjacent to all areas requiring upgrades as a result of roof repair activities 2 Investigation of existing wiring fixtures and materials to confirm code compliance and condition B See Division 1 for general procedural and administrative specifications 1 2 REFERENCES A equipment and materials
8. 4 Other Over 2 inches Anvil Fig 260 with Fig 167 shield Uninsulated Horizontal Steel Piping 1 2 inches and Under Anvil Fig 65 2 Over 2 inches Anvil Fig 260 Insulated Horizontal Copper Piping 1 Chilled Water 2 inches and Under Anvil Fig 65 with Fig 167 shield 2 Chilled Water Over 2 inches Anvil 260 with Fig 167 shield Uninsulated Horizontal Copper Piping 1 2 inches and Under Anvil Fig CT65 CT69 2 Over 2 inches Anvil Fig CT65 Riser Clamps Steel and Cast Iron Pipe 3 4 inch to 20 inch Anvil Fig 261 Riser Clamps Copper Pipe Anvil Fig CT 121 PIPE ROLLERS Supported Anvil Fig 274 pipe roll chair adjustable or equivalent product by B Line Systems Elcen Superstrut Telco or pre bid approved equal Supported Superstrut C728H pipe roller aluminum wheels steel brackets or equivalent product by B Line Systems Elcen Anvil Telco or pre bid approved equal Suspended Anvil Fig 171 or Fig 177 adjustable pipe roller or equivalent product by B Line Systems Elcen Superstrut Telco or pre bid approved equal PIPE RACKS Acceptable Manufacturers Kin Line Superstrut Uni Strut or pre bid approved equal Supports and Accessories Preformed roll formed channels and accessories with electrochromate or equal finish and matching compatible accessories as shown as specified and as required HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMNT S PDX 13D 056 CONSULTANT FINAL 230529 H
9. Comply with applicable regulations pertaining to collection management hauling and disposal of waste or recyclable materials CONSTRUCTION WASTE RECYCLING S PDX 13D 056 DIV 01 017419 DOC 017419 1 1 5 Use facilities properly permitted by appropriate jurisdictions RECYCLING PROCESSORS AND FACILITIES Contact Metro 503 234 3000 for a comprehensive list of recyclable materials and recycling facilities in the Portland area PART 2 PRODUCTS Not Used PART 3 EXECUTION 3 1 GENERAL A Provide handling containers storage signage transportation and other items as required to facilitate the recycling process during the duration of the work B Designate a waste coordinator who shall be responsible for coordinating the Contractor s recycling measures and verifying the accuracy of the recycling information submitted C Train employees subcontractors and suppliers on proper recycling procedures as appropriate for the work D Conduct recycling operations to ensure minimum interference with roads streets walkways and other adjacent occupied and used facilities E Do not sell or distribute recycled or salvaged items to the public from Port property 3 2 ON SITE MATERIALS SORTING A Coordinate with recycling and salvage vendors to determine if materials targeted for recycling will be source separated or co mingled on site Space or other site specific factors shall be considered B Separate recyclables from non re
10. G Familiarize all crew members with the intent of the project the project drawings and locations to receive repairs H Clean entire roof area of all debris including removal of debris from ponded areas and gutter systems I Fasteners 1 Locate all loose backed out fasteners within roof system including fasteners at eaves panel end laps penetrations and flashings 2 Resecure all loose fasteners using power drivers and sockets sized to fit existing fasteners Secure to substrate to achieve tight fit Do not over tighten 3 Replace all fasteners with damaged or deteriorated rubber washers 4 Stripped fasteners shall be replaced with larger replacement fasteners All fasteners shall include an EPDM washer J Details and Penetrations 1 All existing repair materials are to be removed from all sheet metal roof surfaces unless otherwise noted on the drawings 2 Rusted areas must be wire brushed and coated with a rust inhibitive primer METAL PANEL ROOF REPAIRS 02 13 2015 074100 6 I PRC files R3090 03 Design Specs 60 Review 3 6 3 7 02 13 2015 INSTALLATION ELASTOMERIC COATING SYSTEM Verify all locations that will receive new materials Locations scheduled for repairs are indicated on the drawings Mix coating materials as specified within the coating manufacturer s installation instructions prior to installation Remove all rust and asphaltic repair materials prior to application of coating system Ru
11. The Agreement provides monthly progress payments provided among other things the Contractor executes and submits this Waiver of Claims to Date with respect to all claims through the end of the period covered by the immediately preceding progress payment The date of the request for progress payment with which this Waiver of Claims to Date is submitted Current Progress Payment is Current End Date The end of the period covered by the immediately preceding progress payment Last Progress Payment was Last End Date The Contractor certifies that all work covered by the Current Progress Payment is complete The Contractor certifies that all subcontractors laborers suppliers and materialmen have been paid in full less any retainage properly withheld by the Contractor for all work performed and material provided for which the Contractor received payment in the Last Progress Payment The Contractor certifies that no extras have been furnished prior to the Last End Date for which payment has not been received The Contractor certifies that no claims are reserved by the Contractor or the Contractor s subcontractors laborers suppliers or materialmen as of the Current End Date The Contractor on behalf of the Contractor and all the Contractor s subcontractors laborers suppliers and materialmen hereby waives and releases the Port from any mechanic s lien stop notice bond right or other claim related to the Agreeme
12. B drawings and specifications are arranged for convenience only and do not necessarily determine which trades perform the various portions of the work C Transmit to the trades doing the work of other divisions the information required for work to be provided under their respective sections such as foundations electric wiring access door locations etc in ample time for their installation D Consult with the trades doing the work of other divisions so that whenever possible motors motor controls pumps valves etc shall be of the same manufacturer E Compare the drawings and specifications of the separate trades before proceeding noting discrepancies and conflicts Obtain written instructions for changes necessary Before installation make provisions to avoid interferences END OF SECTION 013100 4 14 2015 PROJECT MANAGEMENT AND COORDINATION S A PDX 13D 056 DIV 01 013100 DOC 013100 1 SECTION 013200 CONSTRUCTION PROGRESS DOCUMENTATION PART 1 GENERAL 1 1 A 1 2 DESCRIPTION The work progress schedule requirement is established to ensure adequate planning scheduling management and execution of the work by the Contractor and to enable the Port to evaluate work progress and make contract time adjustments The work specified in this section consists of submitting a contract schedule monthly updates four week schedules for progress meetings and a final as built schedule The planning scheduling managemen
13. Does not hold current licenses that businesses or service professionals operating in Oregon must hold in order to undertake or perform the work specified in the contract Is not covered by liability insurance and other insurance in amounts the Port requires in the solicitation documents Does not qualify as a carrier insured employer or a self insured employer under ORS 656 407 or if applicable has not elected coverage under ORS 656 128 Has not made the first tier subcontractor disclosure required under ORS 279C 370 Has not completed previous contracts of a similar nature with a satisfactory record of performance Does not have a satisfactory record of integrity Is not legally qualified to contract with the Port or Is otherwise not responsible pursuant to ORS 279C 375 and if applicable ORS 200 045 or fails to supply all necessary information in connection with demonstrating such responsibility In determining the low responsive bid the Port will not consider alternates called for in the bid form The Port reserves the right to reject any irregular Bid if rejection is in the best interest of the Port Irregular bids include but are not limited to A Bids that are incomplete or conditioned in any way B Bids that contain erasures or alterations C Bids that contain unit prices that are obviously unbalanced D Bids that do not acknowledge receipt of previously issued addenda The Port may waive minor irregularities or
14. Monday through Friday except Port holidays The Contracts and Procurement office is closed between the hours of noon and 1 p m ARTICLE 11 SUBMISSION OF BID 11 1 1 4 2015 Seal the bid in a separate envelope addressed to the Manager Contracts and Procurement The Port of Portland 7200 N E Airport Way Portland Oregon Mailing address P O Box 3529 Portland Oregon 97208 showing on the outside of the envelope the name of the bidder the bidder s State of Oregon Construction Contractors Board registration number and the contract title preceded by the words SEALED BID To deliver bids to the above address park in the long term parking garage Use the garage elevators at the east end of the garage to enter the Headquarters Building at the first floor level and then use the Port office INSTRUCTIONS TO BIDDERS S MASTERS STANDARDCONTRACTDOCS IBS DOC 002100 3 elevators to check in with the receptionist on the eighth floor Bidders should allow extra time to hand deliver their bids Parking validation is not available 11 2 Bids will be received at the place and until the time stated in the Invitation to Bid 11 3 A bid received after the scheduled closing time for receipt of bids will be returned to the bidder unopened ARTICLE 12 WITHDRAWAL OF BID 12 1 Prior to bid opening a bidder may withdraw his her bid This will not preclude submission of another bid by such bidder prior to the time set for bid opening ARTI
15. PORT OF PORTLAND P O Box 3529 Portland Oregon 97208 PROJECT MANUAL Including Specifications for PORTLAND INTERNATIONAL AIRPORT CARGO CENTER EXTERIOR BUILDING REHABILITATION Solicitation No 2015 6304 EAN 2013D056 April 2015 DOCUMENT 000107 APPROVALS PORTLAND INTERNATIONAL AIRPORT CARGO CENTER EXTERIOR BUILDING REHABILITATION Project Manager Project Engineer pm A Consultant Professional Roof Consultants 1108 S E Grand Avenue Suite 300 Portland OR 97214 503 280 8759 4 14 15 APPROVALS S PDX 13D 056 FTEND DOC 000107 1 DOCUMENT 000110 TABLE OF CONTENTS PORTLAND INTERNATIONAL AIRPORT CARGO CENTER EXTERIOR BUILDING REHABILITATION PROCUREMENT AND CONTRACTING REQUIREMENTS GROUP Document 000107 Approvals craton tient iin ree eer ee ieee 000107 1 Document 000115 Drawings 000115 1 Document 001100 Invitation to 1 renens 001100 1 Document 002100 Instructions to Bidders eene 002100 1 Document 002200 Supplementary Instructions to Bidders esee 002200 1 D c ment 004100 Bid Eorm 54 ede te ash cat ses 004100 1 Document 004335 First Tier Subcontractor Disclosure Form eere 004335 1 Document 004336 Small Business Goal Compliance Report eese 004336 1 Document 004337 Co
16. Print name Title Date signed 4 14 15 CONFIRMATION OF PARTICIPATION S PDX 13D 056 FTEND DOC 004337 1 DOCUMENT 005200 AGREEMENT THE PORT OF PORTLAND P O BOX 3529 PORTLAND OREGON 97208 PORTLAND INTERNATIONAL AIRPORT CARGO CENTER EXTERIOR BUILDING REHABILITATION THIS AGREEMENT made and entered into on the date of full execution of this Contract by and between The Port of Portland a port district organized under ORS Chapter 778 hereinafter called the Port and of hereinafter called the Contractor That the Contractor in consideration of the covenants agreements and payments to be performed and made by the Port hereby covenants and agrees to provide all things necessary for the performance of the Contract including but not limited to bonds labor material transportation and equipment required to execute construct and furnish in full compliance with the contract documents in an expeditious substantial and workmanlike manner the work and material hereinafter particularly described PORTLAND INTERNATIONAL AIRPORT CARGO CENTER EXTERIOR BUILDING REHABILITATION The Contractor agrees that the following are hereby made a part of this Contract and are mutually cooperative therewith 1 a copy of the Contractor s Bid signed on 20 including any documentation accompanying the Bid 2 this Agreement including any post Bid documentation attached as an exhibit to this Contract 3 Performance Bond
17. STORAGE AND HANDLING Deliver materials in original containers materials specified by name manufacturer or standard with labels legible and intact Store in suitable location as directed in accordance with label instructions Do not store paint soiled rags waste etc on premises except where stored in metal containers with tight metal covers PROJECT CONDITIONS Comply with paint manufacturer s recommendations concerning environmental conditions under which coatings and coating systems may be applied 1 Apply paint only when surface and air temperatures are above 50 F 2 Do not apply exterior paint in rainy weather 3 Do not apply paint in direct sun or when surface is hot or under other conditions which prevent proper application and drying Do not apply finish in areas where dust is being generated Protect work of other trades Correct painting related damage by cleaning repairing or replacing and refinishing as directed Do not paint any moving parts of operating units or over any equipment identification performance rating name or nomenclature plates or code required labels PART 2 PRODUCTS 2 1 2 2 4 14 2015 A Q ACCEPTABLE MANUFACTURERS OF PAINT MATERIALS Use only manufacturers and products listed in the Oregon Council PDCA Revised Table of Products MATERIALS See painting schedule at the end of this section Provide brands and qualities of materials for use on work exactly as speci
18. Sill Cap Track Manufacturer s standard of dimensions and profile indicated designed to comply with performance requirements indicated and to drain to the exterior 2 Locks and Latches Allow unobstructed movement of the sash across adjacent sash in direction indicated and operated from the inside only 3 Roller Assemblies Low friction design Weather Stripping Provide full perimeter weather stripping for each operable sash unless otherwise indicated Fasteners Noncorrosive and compatible with window members trim hardware anchors and other components 1 Exposed Fasteners Do not use exposed fasteners to the greatest extent possible For application of hardware use fasteners that match finish hardware being fastened INSECT SCREENS General Fabricate insect screens to fully integrate with window frame Provide screen for each operable exterior sash Screen wickets are not permitted 1 and Location Half outside for sliding sashes Aluminum Frames Manufacturer s standard aluminum alloy complying with SMA 1004 or SMA 1201 Fabricate frames with mitered or coped joints or corner extrusions concealed fasteners and removable PVC spline anchor concealing edge of frame 1 Tubular Framing Sections and Cross Braces Roll formed from aluminum sheet 2 Finish for Exterior Screens Matching color and finish of cladding Aluminum Wire Fabric 18 by 16 mesh of 0 011 inch diameter coated aluminum wire 1 Wire Fabric Fini
19. engages as its principal business and under its own name in the purchase and sale or lease of the products in question 2 A person may be a regular dealer in such bulk items as petroleum products steel cement gravel stone or asphalt without owning operating or maintaining a place of business as provided in this paragraph E 2 b if the person both owns and operates distribution equipment for the products Any supplementing of regular dealers own distribution equipment shall be by a long term lease agreement and not on an ad hoc or contract by contract basis 3 Packagers brokers manufacturers representatives or other persons who arrange or expedite transactions are not regular dealers within the meaning of this paragraph E 2 With respect to materials or supplies purchased from a small business which is neither a manufacturer nor a regular dealer count the entire amount of fees or commissions charged for assistance in the procurement of the materials and supplies or fees or transportation charges for the delivery of materials or supplies required on a job site toward small business goals provided the fees are reasonable and not excessive as compared with fees customarily allowed for similar services Do not count any portion of the cost of the materials and supplies themselves toward small business goals however SUPPLEMENTARY INSTRUCTIONS TO BIDDERS S PDX 13D 056 FTEND DOC 002200 5 DOCUMENT 004100 BID FORM To The P
20. equipment and piping support frame anchorage to supporting slab or structure 2 2 SUPPORTS GENERAL A Acceptable Manufacturers B Line Systems Anvil Powerstrut and Kinline Superstrut Unistrut or Pre Bid approved equal B Fabricate support members from welded standard structural shapes pipe and plate Carry the necessary rollers hangers and accessories as required Piping less than 4 inch pipe size may be supported from or by prefabricated roll formed channels as specified in this section with necessary accessories to adequately support piping system Supports and Accessories Preformed roll formed channels and accessories with matching compatible accessories as shown as specified and as required D Dissimilar Metal Protection Cush a Strip Hydra Zorb cushions or pre bid approved equal E Attachments to roof and floor decks are not allowed HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT 4 14 2015 230529 2 S PDX 13D 056 CONSULTANT FINAL 230529 HANGERS AND SUPPORTS DOCX 2 3 2 4 2 5 4 14 2015 PIPE ATTACHMENTS Acceptable Manufacturers B Line Systems Elcen Anvil Michigan Hanger Superstrut Telco or pre bid approved equal Clamps Superstrut Series 700 through 702 Insulated Horizontal Steel Piping 1 Chilled Water 2 inches and Under Anvil 65 with Fig 167 shield 2 Chilled Over 2 inches Anvil Fig 260 with Fig 167 shield 3 Other 2 inches and Under Anvil Fig 65 with Fig 167 shield
21. having gained a successful final inspection and received final acceptance from the Port within 60 days after substantial completion Final payment will not be made until the work is judged complete by the Port The bidder also agrees to pay Other Damages described in the General Conditions The bidder submits and proposes the following lump sum price to wit __ Written in Words Numerals 4 14 15 BID FORM S PDX 13D 056 FTEND DOC 004100 1 The bidder hereby acknowledges receipt of Addendum Nos to these contract documents This bid may not be revoked by the bidder for a period of 50 days after the date bids are opened Accompanying this bid is bid security The amount is 10 percent of the total amount bid It is agreed that if this bid is accepted by the Port s written notice within 50 days after bid opening and the Contractor executes and delivers the Agreement including a satisfactory performance bond and labor and material payment bond each for the full amount of the Contract within 10 days after the Port s written notice said bid security will be returned to the undersigned Otherwise said bid security may be collected as liquidated damages at the option of the Port After the Contractor has delivered the executed Agreement including a satisfactory performance bond and labor and material payment bond each for the full amount of the Contract and evidence of insurance the Port will issue Notice to Procee
22. if not shown of required dimensions to receive adjacent other work to be retained by framing Except as otherwise shown fabricate from structural steel shapes and plates and steel bars of welded construction using mitered joints for field connection Cut drill and tap units to receive hardware and similar items METAL FABRICATIONS 4 14 2015 055000 4 S PDX 13D 056 CONSULTANT FINAL 055000 METAL FABRICATIONS DOCX F Provide other miscellaneous steel items Work of this section is not limited to the items listed above PART 3 EXECUTION 3 1 A 32 A B INSPECTION Examine areas and conditions under which metal fabrications are to be installed Correct conditions which are detrimental to the proper and timely completion of the work Do not proceed with the work until unsatisfactory conditions have been corrected in a manner acceptable to the installer INSTALLATION Fastening to In Place Construction Provide anchorage devices and fasteners where necessary for securing metal fabrications to in place construction including threaded fasteners for concrete inserts toggle bolts through bolts and other connectors as required Cutting Fitting and Placement 1 Perform cutting drilling and fitting required for installation of metal fabrications Set work accurately in location alignment and elevation plumb level true and free of rack measured from established lines and levels with lines visu
23. including a material supplier for the purpose of performing this Contract a payment clause that obligates the Contractor to pay the first tier Subcontractor for satisfactory performance under the subcontract within 10 days out of amounts the Port pays to the Contractor under this Contract b A clause that requires the Contractor to provide first tier Subcontractor with a standard form that the first tier Subcontractor may use as an application for payment or as another method by which the Subcontractor may claim a payment due from the Contractor c A clause that requires the Contractor except as otherwise provided in this paragraph to use the same form and regular administrative procedures for processing payments during the entire term of the subcontract A Contractor may change the form or the regular administrative procedures the Contractor uses for processing payments if the Contractor 1 Notifies the Subcontractor in writing at least 45 days before the date on which the Contractor makes the change and 2 Includes with the written notice a copy of the new or changed form or a description of the new or changed procedure d interest penalty clause that obligates the Contractor if the Contractor does not pay the first tier Subcontractor within 30 days after receiving payment from the Port to pay the first tier Subcontractor an interest penalty on amounts due in each payment the Contractor does not make in accordance wi
24. obtaining or attempting to obtain a public or private contract or subcontract or in the performance of such contract or subcontract B The bidder has been convicted under state or federal statutes of embezzlement theft forgery bribery falsification or destruction of records receiving stolen property or any other offense indicating a lack of business integrity or business honesty that currently seriously and directly affects the bidder s responsibility as a contractor C The bidder has been convicted under state or federal antitrust statutes or The bidder has violated a contract provision that is regarded by the Port to be so serious as to justify disqualification A violation may include but is not limited to a failure to perform the terms of a contract or an unsatisfactory performance in accordance with the terms of the contract However a failure to perform or an unsatisfactory performance caused by acts beyond the control of the contractor may not be considered to be a basis for disqualification 14 3 The Port may disqualify an apparent low bidder if at any time it finds that the bidder A Does not have available the appropriate financial material equipment facility and personnel resources and expertise or the ability to obtain the resources and expertise necessary to meet all contractual responsibilities INSTRUCTIONS TO BIDDERS 1 4 2015 002100 4 S MASTERS STANDARDCONTRACTDOCS IBS DOC 14 4 14 5 14 6 14 7
25. the cause s of the damage or injury The discovery rule provided herein applies in lieu of any otherwise applicable statute or case authority GENERAL CONDITIONS Rev 05 14 007200 42 S MASTERS STANDARDCONTRACTDOCS GCS DOC APPLICATION NO PORT OF PORTLAND PAGE OF THE PORT OF PORTLAND CONTRACTOR S REQUEST FOR PAYMENT CONTRACTOR PROJECT TITLE PROJECT NO AIP NO TOTAL WORK COMPLETE TO DATE Work performed through Total Bid Item Work Total Change Order Work Wage certifications for all labor are attached or have been submitted previously in Total Material on Hand accordance with ORS 279 845 Total to Date The undersigned certifies that to the best of the undersigned s knowledge Less 5 Retainage 1 work covered by this invoice is in accordance with the contract documents and Less Previous Payments 2 the Contractor is entitled to payment of the amount requested by the invoice and PAYMENT NOW DUE 3 all subcontractors have been paid and retainage released in accordance with ORS PORT OF PORTLAND REVIEW ACTION Chapter 279C and for federally funded work 49 CFR Part 26 Inspector Approved Date Disapproved Date Waiver of Claims to Date attached not required for first application for payment By Subcontractor Payment and Utilization Report attached not required for first application f
26. 1 A 1 2 1 3 1 4 02 13 2015 DESCRIPTION This section includes sheet metal repairs to existing sheet metal roof system including 1 Fluid applied elastomeric coating system for the repair of roof penetrations gutter seams flashing seams and panel seams on sheet metal roof systems 2 Selective replacement of structural standing seam sheet metal roof panels 3 Repair of existing sheet metal flashings 4 Repair of existing sheet metal gutter systems DEFINITIONS Metal Roof Panel Assembly Metal roof panels attachment system components miscellaneous metal framing thermal insulation and accessories necessary for a complete weathertight roofing system National Association of Architectural Metal Manufacturers NAAMM Metal Finishes Handbook Metal Finishes Manual for Architectural and Metal Products National Roofing Contractors Association NRCA Roofing and Waterproofing Manual Fifth Edition Sheet Metal and Air Conditioning Contractors National Association SMACNA Architectural Sheet Metal Manual Sixth Edition ASTM A 653 formerly A 525 Steel Sheet Zinc coated Galvanized by the Hot Dip Process for Roofing and Siding PERFORMANCE REQUIREMENTS General Installed elastomeric systems shall withstand wind loads structural movement thermally induced movement and exposure to weather without failure due to defective manufacturer fabrication installation or other defects in construction Completed c
27. Contractor from responsibility for any deviations from this Contract except those called to the Port s attention at the time of submission and accepted by the Port Changes in the Work shall follow procedures outlined for a Change Order Review by the Port shall not relieve the Contractor from responsibility for errors or omissions in the submittal Submittals that have successfully completed the review process shall become binding upon the Contractor He shall be obligated to perform in accordance with the reviewed submittal Access to the Work 6 51 The Contractor shall provide reasonable and safe access to the Port and inspection authorities for observation testing and inspection of the Work including but not limited to ladders lifts equipment and tie off apparatus Prosecution of the Work 6 52 The Contractor shall continue performance of the Work in accordance with the work progress schedule during all claims or disputes with the Port No Work shall be delayed or postponed pending resolution of any disputes or disagreements except as the Contractor and the Port may otherwise agree in writing Port s Right to Do the Work 6 53 If the Contractor fails to prosecute the Work properly or fails to perform any provision of this Contract the Port after a 3 day written notice to the Contractor may without prejudice to any other remedy it may have make good such failures The Port may deduct the cost thereof from any payment
28. DOCX 085313 5 D Additional testing and inspecting at Contractors expense will be performed to determine compliance of replaced or additional work with specified requirements E Prepare test and inspection reports 3 4 ADJUSTING CLEANING AND PROTECTION A Adjust operating sashes and hardware for a tight fit at contact points and weather stripping for smooth operation and weathertight closure B Clean exposed surfaces immediately after installing windows Remove excess sealants glazing materials dirt and other substances 1 Keep protective films and coverings in place until final cleaning C Remove and replace sashes if glass has been broken chipped cracked abraded or damaged during construction period D Protect window surfaces from contact with contaminating substances resulting from construction operations If contaminating substances do contact window surfaces remove contaminants immediately according to manufacturer s written instructions END OF SECTION 085313 VINYL WINDOWS 4 14 2015 085313 6 S PDX 13D 056 CONSULTANT FINAL 085313 VINYL WINDOWS DOCX SECTION 099100 PAINTING PART 1 GENERAL 1 1 DESCRIPTION A This section describes painting work generally as follows 1 Exterior items and surfaces that are new or indicated on drawings by notes or symbols or both In addition paint items specified in this section to be painted which are not otherwise indicated to be painted 2 If a new
29. DURING CONSTRUCTION Construction Contract Manager 8 1 8 2 The Port s Construction Contract Manager will be the Port s representative during the construction phase of the Work The Construction Contract Manager will resolve any and all questions which may arise as to Contract compliance The Contractor shall at all times carry out and fulfill the instructions and directions of the Construction Contract Manager insofar as they concern the Work to be performed under this Contract A The Construction Contract Manager s authority includes but is not limited to 1 Determining the quantity quality and acceptability of material furnished and Work performed 2 Reviewing and approving disapproving the manner of performance and rate of progress of the Work 3 Stopping the Work whenever such stoppage is deemed necessary 4 Administering this Contract 5 Determining acceptable fulfillment of this Contract by the Contractor B Written approval by the Construction Contract Manager signifies favorable opinion and qualified consent It does not carry with it 1 certification 2 assurance of completeness 3 assurance of quality 4 assurance of accuracy concerning details dimensions and quantities C Written approval by the Construction Contract Manager will not relieve the Contractor from responsibility for 1 errors 2 improper fabrication 3 nonconformance with requirements 4 deficiencies within the Contractor
30. Enclose insulation completely within steel sections and the interior facing material with no exposed insulation Foamed in Place Thermal Insulation Insulate interior of steel sections with door manufacturer s standard polyurethane insulation foamed in place to completely fill interior of section and pressure bonded to face sheets to prevent delamination under wind load and with maximum flame spread and smoke developed indexes of 75 and 450 respectively according to ASTM E 84 Enclose insulation completely within steel sections and the interior facing material with no exposed insulation Fabricate sections so finished door assembly is rigid and aligned with tight hairline joints and free of warp twist and deformation TRACKS SUPPORTS AND ACCESSORIES Tracks Manufacturer s standard galvanized steel track system of configuration indicated sized for door size and weight designed for lift type indicated and clearances indicated on Drawings Provide complete system including brackets bracing and reinforcement to ensure rigid support of ball bearing roller guides for required door type size weight and loading 1 Galvanized Steel ASTM A 653 653M minimum G60 zinc coating 2 Slope tracks at an angle from vertical or design tracks to ensure tight closure at jambs when door unit is closed 3 Track Reinforcement and Supports Galvanized steel members to support track without sag sway and vibration during opening and closing of
31. Ensure that hazardous goods and material delivered to or from the construction site meet applicable DOT labeling and placarding requirements C Properly characterize and manifest waste material leaving Port property for disposal 4 14 2015 TEMPORARY FACILITIES AND CONTROLS S PDX 13D 056 DIV 01 015000 DOC 015000 5 D Minimize and abate the creation of nuisance dust conditions during the loading and unloading of vehicles used to haul debris rubble soil trash or other material that may create dust during loading or unloading operations E Before leaving the loading area adequately secure and cover vehicles used to haul debris rubble soil trash or other material that may be blown or fall during transportation onsite or over public thoroughfares F In areas that may result in the tracking of soil sediments or hazardous materials on the wheels of hauling equipment outside areas that are enclosed by erosion and silt sediment control devices the Contractor shall provide the means and methods to remove these materials prior to the vehicle exiting the controlled area If water wash stations are used the Contractor shall provide systems for the collection treatment and disposal of wheel wash water and accumulated sediment 1 16 HAUL ROUTE CONSTRUCTION AND MAINTENANCE A The term haul route applies to any designated paved or unpaved road used by the Contractor for travel of construction equipment B Construction equipment sha
32. FINAL 133419 STEEL BUILDING SYSTEM DOCX 133419 5 m 2 6 A B Structural Bolts and Nuts Used with Primary Framing High strength ASTM A 325 bolts and ASTM A503 Grade C nuts Bolts and Nuts Used with Secondary Framing Members High Strength ASTM A 325 Bolts and ASTM A 563 Grade C nuts Panel Fasteners l For Roof Panels Stainless steel capped carbon steel fasteners with integral sealing washer 2 Concealed Fasteners Self drilling type of size as required 3 Provide fasteners in quantities and location as required by the manufacturer Flashing and Trim Match material finish and color of adjacent components Provide trim at rakes including peak and corner assemblies high and low eaves corners bases framed openings and as required or specified to provide weathertightness and a finished appearance Sealants Mastics and Closures Manufacturer s standard type 1 Provide at roof panel end laps side laps rake eave transitions and accessories as required to provide a weather resistant roof system use tape mastic or gun grade sealant at side laps and end laps Provide at wall panel rakes eaves transitions an accessories 3 Closures Formed to match panel profiles closed cell elastic material manufacturer s standard color 4 Tape Mastic Pre formed butyl rubber based non hardening non corrosive to metal white or light gray 5 Gun Grade Sealant Non skinning synthetic Elastomeric based material gray or
33. First Tier Subcontractors Utilized Type of Work Amount Subcontract Amount Payment Period To Date IT IS HEREBY CERTIFIED THAT THE ABOVE LISTED FIRMS HAVE BEEN UTILIZED BY OUR COMPANY IN THE AMOUNTS REPRESENTED ABOVE AND THAT THE INFORMATION CONTAINED HEREIN IS COMPLETE AND ACCURATE Authorized Signature of Contractor Representative Submit with Contractor s Monthly Request for Payment to Construction Contract Manager REV 1 7 05 Date S MASTERS FORMS GCS 6_SUBPAYMENTUTILIZATIONREPORT DOC INSTRUCTIONS FOR COMPLETING THE SUBCONTRACTOR PAYMENT AND UTILIZATION REPORT File this form with each monthly application for payment beginning with the second application If no Subcontractors were used during the period for which payment is being requested write none in Column 8 Following final payment the Port will contact the Contractor within 60 days for verification that final payments to the Subcontractors have been made 1 PRIME CONTRACTOR Indicate the name of the prime Contractor 2 CONTACT NAME AND PHONE NUMBER Indicate the name and phone number of the prime Contractor s contact 3 PROJECT NAME Indicate the project name as shown on the contract documents 4 CONTRACT NUMBER Indicate the contract number for this project as recorded on the cover of the signed project manual 5 SOLICITATION NUMBER Indicate the solicitation number for this project as recorded o
34. Galvanized core steel ASTM A 653 G90 22 gauge SHEET METAL FABRICATIONS Cover Flashing Fabricate in longest lengths possible nut no less than 10 foot long sections 1 Joint Style Lapped 12 inches wide 2 Material 22 gauge precoated galvanized steel 3 Color Light grey Diverter Flashing Fabricate in two piece sections in lengths verified in field hemmed edges formed to contour metal panel 1 Joint style Lapped riveted and soldered seams 2 Materials 22 gauge galvanized steel shop painted to match color and finish of roof panels 3 Color Light grey Fascia Flashing Fabricate in longest lengths possible but no less than 10 feet in length 1 Joint Style lapped 6 inch minimum with two 2 continuous beads of sealant within seam 2 Materials 22 gauge precoated galvanized steel 3 Profile Fabricate to match existing 4 Color Match existing adjacent SHEET METAL FLASHING AND TRIM S PDX 13D 056 CONSULTANT FINAL 076200 SHEET METAL FLASHING amp TRIM DOCX 076200 5 2 7 Downspouts 1 Material 22 gauge precoated galvanized steel 2 Form downspouts and leaders rectangular in profile sized 6 inches wide by 4 inches deep 3 Seal all precoated galvanized steel joints seams and splices 4 Color White to match existing Gutter Reinforcing Fabricate with profile to contour gutter 1 Material 24 gauge stainless steel Gutter Outlet Fabricate in multiple pieces as required to conf
35. Gard 22 Rustoleum System or equal 2 Black Steel a Acceptable Manufacturers and Products Amchem Metal Prep Tnemec 37 Chem Prime Rustoleum System or equal 3 Verify compatibility with the required finish coats of paint Coordinate selection of metal primer with finish paint requirements specified elsewhere FABRICATION GENERAL Workmanship 1 Use materials of size and thickness shown or if not shown of required size and thickness to produce strength and durability in finished product Work to dimensions shown or accepted on shop drawings using proven details of fabrication and support Use type of materials shown or specified for various components of work 2 Form exposed work true to line and level with accurate angles and surfaces and straight sharp edges Ease exposed edges to a radius of approximately 1 32 inch unless otherwise shown Form bent metal corners to smallest radius possible without causing grain separation or otherwise impairing work Weld corners and seams continuously complying with AWS recommendations Grind exposed welds smooth and flush to match and blend with adjoining surfaces Form exposed connection with hairline joints flush and smooth using concealed fasteners wherever possible Use exposed fasteners of type shown or if not shown socket type flathead countersunk screws or bolts Provide sufficient backing at screw locations to cover at least three threads Provide for anchorage of type suita
36. Metal Protection Where dissimilar metals will contact each other or corrosive substrates protect against galvanic action by painting contact surfaces with bituminous coating or by other permanent separation as recommended by fabricator or manufacturers of dissimilar metals C Self Adhering High Temperature Sheet SAHTS 1 Install a course of self adhering underlayment at changes in plane such as roof to wall transitions transitions in roof plane wall penetrations and where otherwise directed or recommended by roofing system manufacturer D Install exposed sheet metal flashing and trim without excessive oil canning buckling and tool marks 4 14 2015 SHEET METAL FLASHING AND TRIM S PDX 13D 056 CONSULTANT FINAL 076200 SHEET METAL FLASHING amp TRIM DOCX 076200 7 3 3 Install sheet metal flashing and trim true to line and levels indicated Provide uniform neat seams with minimum exposure of elastomeric sealant Install sheet metal flashing and trim to fit substrates and to result in watertight performance Verify shapes and dimensions of surfaces to be covered before fabricating sheet metal Anchor sheet metal flashing and trim and other components of the work securely in place with provisions for thermal and structural movement Use fasteners protective coatings separators sealants and other miscellaneous items as required to complete sheet metal flashing and trim system Utilize exposed fasteners only where indicated on
37. NAME AND PHONE NUMBER CONTRACT NO SOLICITATION NO PRIME CONTRACT AMOUNT ESTIMATED TOTALS Start Date Contsactoror Trade Craft Apprentice Journeyman Total Labor mm dd yy choose from list below Hours Hours Hours LIST OF TRADES CRAFTS Subtotal This Page Brick and stone masons cement masons carpenters carpet installers drywall installers electricians glaziers glassworkers insulation workers laborers operating engineers painters Continuation Sheet plasterers plumbers pipefitters roofers sheet metal workers truck drivers welders cutters Grand Total Contractor Authorized Signature Print Name Title Date Submit at preconstruction meeting REV 12 10 S MASTERS FORMS GCS 7_APPRENTICEUTILPLAN DOC PORT OF PORTLAND 1 PRIME CONTRACTOR MONTHLY WORKFORCE REPORT 2 CONTACT NAME AND PHONE NUMBER 3 PROJECT NAME 4 CONTRACT NUMBER 6 PRIME CONTRACT AMOUNT 5 SOLICITATION NUMBER 7 REPORT PERIOD FROM TO TOTALS 8 Prime Contractor Apprentice Hours 9 10 Subcontractor s Prime Contractor Apprentice Hours Journeyman Hours 11 Subcontractor s Journeyman Hours BRICK MASON STONE MASON CARPENTERS CARPET INSTALLERS CEMENT MASON DRYWALL INSTALLERS ELECTRICIANS GLAZIERS GLASSWORKERS INSULATION WORKERS LA
38. Oy Floor or roof mounted equipment Suspended or wall mounted equipment Vibration isolated equipment Potentially hazardous or life safety piping systems 1 inch or larger throughout the building Piping 1 1 4 inches nominal diameter and larger located in mechanical equipment rooms Piping 2 1 2 inches nominal diameter and larger Ductwork 6 square feet and larger in cross sectional area Round ductwork 28 inches in diameter and larger Electrical conduit 2 1 2 inches trade size and larger Any piece of equipment that is not floor mounted with a weight greater than or equal to 25 pounds Except for those which would individually require bracing pipes ducts and conduit supported by a trapeze need not be braced if connections to the pipe duct conduit or directional changes do not restrict movement of the trapeze If this flexibility is not provided bracing shall be required when the combined operating weight of all elements supported by the trapeze is 10 pounds per foot or greater SEISMIC RESTRAINTS FOR HVAC PIPING AND EQUIPMENT S PDX 13D 056 CONSULTANT FINAL 230545 SEISMIC RESTRAINTS FOR PIPING AND EQUIPMENT DOCX 230545 1 E All seismic restraints including anchors to building structure shall be designed by a registered professional structural engineer licensed in the state of Oregon Design shall include 1 Number size capacity and location of anchors for floor or roof mounted equipment For curb mounted equipment pro
39. Take field measurements prior to preparation of shop drawings and fabrication where possible Do not delay job progress allow for trimming and fitting wherever taking field measurements before fabrication might delay work Furnish inserts and anchoring devices which must be set in concrete or built into masonry for installation of metalwork Coordinate delivery with other work to avoid delay Shop Assembly Preassemble items in shop to greatest extent possible to minimize field splicing and assembly Disassemble units only as necessary for shipping and handling limitations Clearly mark units for reassembly and coordinated installation PART 2 PRODUCTS 2 1 MATERIALS AND COMPONENTS A For fabrication of metalwork which will be exposed to view use only materials which are smooth and free of surface blemishes including pitting seam marks roller marks rolled trade names and roughness METAL FABRICATIONS 4 14 2015 055000 2 S PDX 13D 056 CONSULTANT FINAL 055000 METAL FABRICATIONS DOCX 2 2 4 14 2015 Fabricate metal fabrications from ASTM A36 Structural Steel or as recommended by fabricator for the specific application except where material is specifically identified Provide zinc coated fasteners for exterior use or where built into exterior walls Select fasteners of the type grade and class required Metal Primer Paint 1 Zinc coated steel a Acceptable Manufacturers and Products Amchem Galv A Prep Tnemec Galv
40. The Port s title to and interest in the material must be clearly established and free of all liens or other encumbrances C Value shall be established by invoice freight bill or other document Payment for stored material will be limited to 90 percent of the net cost invoiced to the Contractor E When there is a bid price on material in place the Port will estimate the cost of placing The progress payment will be limited to 90 percent of the bid price less the estimated cost of placing F Risk of loss remains with the Contractor 13 5 Progress payments shall not be construed as acceptance or approval of the Work or waiver of any defects in the Work Retainage 13 6 The Port will withhold from progress payments as follows A The Port will retain 5 percent of the total earned for the work completed The Contractor shall inform the Port if the Contractor wishes to exercise an option under ORS 279C 560 Review of Request for Progress Payment 13 7 Within 15 days the Port will review each request for progress payment and recommend payment or respond in writing to the Contractor with the reasons the Port is requiring resubmittal of the pay request before it can be approved 13 8 The Port may refuse to make payment in whole or any part to the extent A Rev 05 14 The Work is Defective or completed Work has been damaged requiring correction or replacement Written claims have been made against the Port or liens have been f
41. U S Passport a Certificate of Naturalization or a Certification of Birth Abroad 4 Ensure that each applicant for a PDX security badge completes and submits those forms required by the Port and TSA for an STA and CHRC The forms shall be obtained prior AIRPORT SECURITY SAFETY AND OPERATING REGULATIONS 4 14 2015 013513 6 S PDX 13D 056 DIV 01 013513 DOC to the fingerprinting appointment so that they can be completed and submitted with appropriate Authorized Signatory signature at the time of fingerprinting Note Knowingly or willfully making a false statement on the Application for Fingerprinting regarding prior convictions may be punishable by fine imprisonment or both under United States Code Title 18 Section 1001 a If the criminal history record check does not disclose any of the following disqualifying convictions during the previous 10 years as specified in the most current version of TSR Part 1542 209 and if the STA passes the individual will be issued a Secured Area AOA or Sterile Area access badge 1 2 3 4 5 20 21 22 23 24 25 26 27 28 4 14 2015 S PDX 13D 056 DIV 01 013513 DOC Forgery of certificates false marking of aircraft and other aircraft registration violation Interference with air navigation Improper transportation of a hazardous material Aircraft piracy Interference with flight crew members or flight attendants Commission of certain crimes aboard aircr
42. a self insurance program approved by the State of Oregon and a policy of excess workers compensation insurance in the amount required by the State which policy includes coverage for employer s liability The Contractor shall provide evidence of such insurance and self insurance to the Port before commencing Work and throughout the term of this Contract Liability Insurance 5 4 The Contractor shall maintain the following liability coverages in an amount not less than 1 000 000 per occurrence The Port shall be given not less than 30 days written notice prior to cancellation non renewal or material change of the policy This insurance shall provide primary coverage and shall not seek any contribution from any insurance or self insurance carried by the Port One copy of each policy and a certificate s of such insurance including an additional insured endorsement shall be delivered to the Port before commencing Work and shall be subject to review and approval by the Port The Port may defer delivery of the copy of the policy but such deferral shall not be a waiver of the Port s right to a copy of the policy In the event the Contractor fails to maintain such insurance the Port may without incurring liability to the Contractor for any related costs 1 immediately suspend the Work until the required insurance is obtained without any increase in the Contract Price or any extension of the Contract Time directly or indirectly attributab
43. accordance with Ordinance 361 also available upon request Violation of Ordinance 361 and the Storm Water System Enforcement Rules will be considered acts or omissions for purposes of the Contractor s indemnification obligation set forth in the Contract Documents and will represent a material breach of the Contract for which the Port may exercise all remedies available at law or under this Contract including but not limited to the enforcement mechanisms and penalties provided for under such ordinance and rules Such enforcement mechanisms and penalties may include but not be limited to 1 Suspension or revocation of a permit or other authorization to engage in a particular activity on Port property and 2 Issuance of a citation punishable by a fine as authorized under ORS 777 990 2 and 778 990 1 9 WASHDOWNS A washdown or hosing of hazardous material storage areas refueling areas or tank farm and containment areas is prohibited unless the Contractor provides for the collection and disposal of the washdown liquids B Limit washdown of vehicle and equipment service pads and other work areas Limit steam cleaning and high pressure or other types of washing of vehicles and equipment Liquids from these activities shall be collected managed as contaminated wastewater and properly disposed 1 10 APPLICATION AND MANAGEMENT OF COATING SYSTEMS A General 1 Onsite storage dispensing and management of coating systems pain
44. activities within aircraft movement areas shall have an additional escort provided by Port personnel 1 8 OTHER SECURITY AND SAFETY REGULATIONS A smoking will be allowed within the Restricted Area except as designated by the Port B Adequate hearing protection earplugs or earmuffs shall be furnished by the Contractor for personnel in AOA s to eliminate the chance of ear damage C While driving or working in the Restricted Area there shall be no devices in or on ears other than those used to protect hearing or communicate company business D Usea guide person when it is necessary to back vehicles out of work areas within the Restricted Area E Confine parking loading and unloading of vehicles and equipment to within the work area F Construction equipment that extends 15 feet or more above ground level shall be approved by the Port prior to being moved onto worksite Equipment that may be lowered readily shall be lowered at night during reduced daytime visibility and when not in use G directed by the Port construction equipment that cannot be lowered below the 15 foot height limitation shall be lighted at night and during periods of reduced daytime visibility Light shall 4 14 2015 AIRPORT SECURITY SAFETY AND OPERATING REGULATIONS S PDX 13D 056 DIV 01 013513 DOC 013513 11 be mounted on highest point of equipment shall be omni directional and shall consist of as a minimum one 100 watt bulb enclosed wit
45. all overtime in excess of eight hours in any one day or 40 hours in any one week when the work week is five consecutive days Monday through Friday or 2 Forall overtime in excess of ten hours in any one day or 40 hours in any one week when the work week is four consecutive days Monday through Friday and 3 For work performed on Saturday Sunday New Year s Day on January 1 Memorial Day on the last Monday in May Independence Day on July 4 Labor Day on the first Monday in September Thanksgiving Day on the fourth Thursday in November or Christmas Day on December 25 or if one of those named holidays falls on a Sunday on the following Monday or if it falls on a Saturday on the preceding Friday 4 The Contractor shall ensure that each employer of employees working on this Contract gives those employees the written notice required by ORS 279C 520 2 and 279C 520 5 b either at the time of hire or before commencement of work on this Contract or by posting a notice in a location frequented by employees of the number of hours per day and days per week that the employees may be required to work 5 The requirements of this section are subject to the exceptions established by ORS 279C 540 including but not limited to the exception when the Contractor is a party to a collective bargaining agreement in effect with any labor organization 6 When specifically agreed to under a written labor management negotiated labor agreement an employee
46. and Air Conditioning Contractors National Association OSSC Oregon Structural Specialty Code SUBMITTALS Product Data Submit product data for products specified herein Shop Drawings 1 Suspended Piping and Ductwork Submit shop drawings of piping and ductwork indicating point loads and support locations along with applicable details keyed to layouts Support Frames Piping Equipment Supports and Anchorage Submit shop drawings indicating point loads and support locations along with engineers calculations and details keyed to the layouts pertaining to supports support frames and anchorages if required Supplementary Steel Submit shop drawings showing details of fabrication and installation Indicate materials thicknesses gauges sizes dimensions methods of joining and fastening welds finishes details of reinforcement and embedment attachments anchorages miscellaneous metal items incidental to basic fabrication shown provisions for work of other trades and other pertinent information Submit structural calculations for necessary supplementary steel for supports anchors and attachment of equipment pipes and ducts to general construction Calculations shall be prepared and stamped by a registered professional structural engineer licensed in the state of Oregon As Constructed Drawings and Data Submit as constructed data and as constructed drawings HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMNT S
47. and Code Use Rights 6 19 If the Contract Documents require the Contractor to provide the Port with computer software programs or code as part of the Work the Contractor shall provide the Port with all documentation and instruments necessary to evidence the Port s right to use such software or code including but not limited to ownership transfer documentation software license agreements subscription agreements or assignments of intellectual property interests as applicable Permits 6 20 Port Designed Work A The Port will submit to federal state and local units of government all calculations and other documentation required for review and checking for purposes of obtaining permits B The Port will obtain and pay the costs and charges of general project permits such as building fill environmental and land use GENERAL CONDITIONS Rev 05 14 007200 12 S MASTERS STANDARDCONTRACTDOCS GCS DOC C Contractor shall obtain and pay all costs and charges imposed for permits customarily issued only to a contractor such as electrical mechanical and plumbing D The Contractor shall give all notices necessary for permit related inspections by third parties E The Contractor shall submit to the Port a legible copy of permits certificates of approval and certificates of occupancy issued by the responsible unit of government 6 21 Contractor Designed Work A The Contractor shall submit to the Port for review all c
48. and maintenance manuals Allow 15 days for the Port to review and return with comments Within 30 days following substantial completion revise and resubmit those items noted as deficient B As a condition of final acceptance submit seven complete sets of final operation and maintenance manuals C Manuals shall be clearly organized and loose leaf bound complete with information needed or useful for the continued operation maintenance and repair of the system If the Contractor s standard maintenance manuals and parts catalogs apply to more than one model or size of unit cross out nonapplicable data 1 The binders shall be D ring and maximum 3 inch 2 Do not overfill the binders 3 Organize with tabs to match specification section and section title Organize in order of specification section number and paragraph number 4 Include an index at the beginning of each new section listing all the items included in that section SUBMITTAL PROCEDURES 4 14 2015 013300 4 S PDX 13D 056 DIV 01 013300 DOC D Manuals shall include 1 A cover page containing the name and date of the project the Contractor s company name address and telephone number the names of the Contractor s project managers and foremen Additionally if applicable list the company names addresses telephone numbers and staff personnel of subcontractors utilized on the project 2 A detailed table of contents for all items included in each division and section
49. are copper plated or by other recognized industry methods Do not use tape for isolation 6 Arrange for grouping of parallel runs of horizontal piping to be supported together on trapeze type hangers where possible Where piping of various sizes is to be supported together by trapeze hangers space hangers for smallest pipe size or install intermediate supports for smaller diameter pipe Do not use wire or perforated metal to support piping and do not support piping from other piping 7 Except as otherwise indicated for exposed continuous pipe runs install hangers and supports of same type and style as installed for adjacent similar piping 8 Install piping systems in accordance with SMACNA standards B Vertical Piping 1 Support with U clamps fastened to wall to hold piping away from wall unless otherwise approved 2 Riser clamps shall be directly under fitting or welded to pipe Risers shall be supported at each floor of penetration 4 Provide structural steel supports at the base of pipe risers Size supports to carry all forces exerted by piping system when systems are in operation d C J Horizontal Piping 1 all insulated piping provide insulation protection shields at all roller locations 2 Cold and Hot Piping Systems a Install hangers outside of insulation b On all piping provide insulation protection shields at each hanger location D Trapeze Hangers Multiple pipe runs where indicated shall be supported
50. bronze FABRICATION Fabricate according to manufacturer s standard practice 1 Field Connections Prepare members for bolted field connection by making punched drilled or reamed holes in the shop Component Identification Mark all fabricated parts either individually or by lots or group using an identification marking corresponding to the marking shown on the Drawings using a method that remains visible after shop painting PART 3 EXECUTION 3 1 EXAMINATION A Verification of Conditions Examine areas and conditions under which Work is to be performed and identify conditions detrimental to proper and or timely completion STEEL BUILDING SYSTEM 4 14 2015 133419 6 S PDX 13D 056 CONSULTANT FINAL 133419 STEEL BUILDING SYSTEM DOCX 3 2 3 3 3 4 4 14 2015 B PREPARATION Framing Erection Erect framing in compliance with AIS Specification and the latest edition of the MBMA metal building systems manual Provide for erection and wind loads Provide temporary bracing to maintain structure plumb and in alignment until completion of erection and installation of permanent bracing Locate braced bays as required by manufacturer INSTALLATION Install in compliance with manufacturer s instructions Exercise care when cutting pre finished material to ensure cuttings do not remain on finish surface Fasten cladding system to structural supports aligned level and plumb Locate end laps over supports End lap pa
51. change directive or Port provided Contract interpretation or clarification causes an increase or decrease in the Contract Price or an extension or shortening of the Contract Time No addition to Contract Price or extension of Contract Time will be allowed because of any condition of which the Contractor could have informed himself either by examination testing sampling review of records or otherwise Prior to the execution of or in the absence of a Change Order the Port may issue a change directive that will define the revision to the Work may direct the Contractor as to what method to use for price and time adjustments and may direct the Contractor to proceed with the Work If the Contractor believes that a change directive or Contract interpretation or clarification will require a change in the Contract Price or the Contract Time the Contractor shall so notify the Port in writing Such notification shall be delivered to the Port within 7 days after the Contractor receives the change directive or Contract interpretation or clarification The Contractor shall submit in the format requested by the Port an itemized cost estimate of any adjustment to the Contract Price either additive or deductive resulting from the change directive or Contract interpretation or clarification If applicable the Contractor shall also submit a work progress schedule analysis or summary which demonstrates the effect of the change directive or GENERAL CONDI
52. claim shall be made 1 in writing and 2 to the other party within a reasonable time of the first observance of such injury or damage Rights and Remedies 16 4 These General Conditions impose duties and obligations on the Contract parties and provide for rights and remedies The rights and remedies available to each party are in addition to and shall not limit actions allowed by Law or other parts of this Contract All representations warranties and guaranties made in this Contract shall survive final payment and or termination whether for cause or convenience and or completion of this Contract The content of this paragraph shall apply as if repeated specifically in this Contract in connection with each duty obligation right and remedy Rev 05 14 GENERAL CONDITIONS S MASTERS STANDARDCONTRACTDOCS GCS DOC 007200 41 Commencement of Limitations Period 16 5 As to acts omissions breaches of contract or warranty negligence misrepresentation strict liability fraud or any other improper conduct of the Contractor or those persons or entities for whom the Contractor is responsible whether occurring prior to or after completion of the Work all applicable limitations periods shall not commence to run and any alleged cause of action shall not be deemed to have accrued unless and until the Port is aware of all three of the following 1 the identity of all party ies responsible 2 the actual magnitude of the damage or injury and 3
53. due the Contractor In cases of emergency the Port may prosecute such Work without notice or delay and may deduct the cost thereof from any payment due the Contractor Indemnification 6 54 To the fullest extent allowed by law the Contractor shall defend using legal counsel acceptable to the Port indemnify reimburse and hold harmless the Port and the Port s commissioners employees contractors and agents for from and against any and all actual or alleged claims damages losses expenses costs fees including but not limited to attorney accountant paralegal expert and escrow fees fines and or penalties collectively Damages which may be imposed upon claimed against or incurred by the Port to the extent such Damages are caused by any of the following a any act omission or negligence of the Contractor or the Contractor s partners officers directors agents employees invitees or Subcontractors b any use occupation management or control of Port property by the Contractor or the Contractor s employees agents Subcontractors or suppliers whether or not due to the Contractor s own act or omission and whether or not occurring on Port property c any condition created on Port property by the GENERAL CONDITIONS Rev 05 14 007200 20 S MASTERS STANDARDCONTRACTDOCS GCS DOC Contractor or the Contractor s employees agents Subcontractors or suppliers and any accident injury or damage arising from the
54. each flame welding cutting or burning operation INTERNATIONAL BUILDING CODE Work shall conform to the International Building Code IBC as amended by the OSSC State of Oregon and as enforced by the City of Portland Bureau of Development Services MECHANICAL CODE Work shall comply with the International Mechanical Code and International Fuel Gas Code as amended by the Oregon Mechanical Specialty Code OMSC by the State of Oregon and as enforced by the City of Portland Bureau of Development Services ELECTRICAL CODE Work shall comply with the National Electrical Code NEC as amended by the Oregon Electrical Specialty Code OESC by the State of Oregon and as enforced by the City of Portland Bureau of Development Services SUMMARY OF WORK 4 14 2015 011100 2 S PDX 13D 056 DIV 01 011100 DOC B The Contractor shall be and remain in compliance with licensing requirements of the State of Oregon and the City of Portland including required individual state electrical licensing for personnel performing electrical work on this project 1 8 SPECIAL INSPECTIONS A accordance with the International Building Code IBC Chapter 17 special inspections are required for the following types of work 1 Welding 2 High Strength Bolting 3 Spray Applied Fireproofing B The Contractor shall be responsible for the timely coordination of all special inspections required The Port will determine which testing agency or agencies to use and will m
55. eere os to esi eei Ee reed whee 38 Port May Terminate the Work risens ect eere eee st rete bete a To Lee e E CHR eo Lee a tetas 39 Port May Terminate the Work for Convenience ener nre nene 40 ARTICLE 15 DISPUTE RESOLUTION denen ener EOE nete CE teet teen teen teen estere nnne senten nee 40 ARTICEE 16 MISCELELEANEQOUS 4 t b ch subi Tei esa rte e tete Ier e Reuse Pete re preti eeu 41 GIVING NOUICE i ote etie drei e eee abe ogg 41 Computation Of TIME 2 n Use edet ied edere Het cep Ue Hedge Herde este ete te 41 Liability Claims ots c 41 Rights and Remedies dn eae deu eee eee 41 Commencement of Limitations ener nre nennen nennen 42 PROJECT RELATED FORMS AND APPLICATIONS sess Following General Conditions GENERAL CONDITIONS Rev 05 14 007200 ii S MASTERS STANDARDCONTRACTDOCS GCS DOC DEFINITIONS For the purposes of this Contract terms are defined in the Agreement and in this article and may be defined in the Specifications or Drawings Terms used in a defined sense normally are capitalized terms used in a general or undefined sense normally are not capitalized Unless the context clearly requires otherwise or the term is expressly defined otherwise for a particular purpose the following definitions apply throughout this Contract Act of God Any
56. feature in the Port s online bidding system Actual changes to the contract documents will be issued by addendum Consider addenda in the bid ARTICLE 3 RESIDENT BIDDER PREFERENCE 3 1 3 2 3 3 3 4 3 5 Each bid shall contain a statement as to whether the bidder is a resident bidder as defined in ORS 279A 120 Under ORS 279A 120 1 a resident bidder is a bidder that has paid unemployment taxes or income taxes in this state during the 12 calendar months immediately preceding submission of the bid has a business address in Oregon and has stated in the bid whether the bidder is a resident bidder pursuant to ORS 279A 120 1 Under ORS 279A 120 1 a non resident bidder is a bidder who is not a resident bidder as defined in Item 3 2 above Failure to complete the resident bidder certification statement of residency or nonresidency contained in the bid form may result in rejection of the bid In determining the lowest responsive bidder the Port will for the purpose of awarding the contract add a percent increase on the bid of a nonresident bidder equal to the percent if any of the preference given to that bidder in the state in which the bidder resides ARTICLE 4 EQUIVALENT MATERIALS PRODUCTS OR SERVICES 4 1 4 2 1 4 2015 Specified materials products or services are named for the purpose of establishing a standard of quality and characteristics desired Unless the specification or desc
57. from Port property in accordance with local state and federal regulations PROJECT SPECIFIC RECYCLING Items to be recycled on this project may include but are not limited to 1 Metals ferrous and non ferrous 2 Wood 3 Corrugated cardboard 4 Plastics SUBMITTALS Initial Pre Construction Estimate Before site work begins submit a completed site waste recycling form for work performed on this project The initial form submitted shall identify the types of construction or demolition materials that are expected to be recycled over the duration of the work Monthly Reports Submit updated site waste recycling forms on a monthly basis The updates shall include the actual amounts of construction or demolition materials recycled during the previous 30 day period 1 Report quantities of materials recycled or salvaged in tons based on weight slips bills of lading etc Estimated weights shall be calculated to the nearest 0 5 ton Closeout Project Summary Prior to contract closeout submit a final site waste recycling form that records the total amount of construction or demolition materials recycled during the duration of the project Attach the following information to the form 1 Summary statement identifying and explaining any discrepancies between the amounts originally estimated and the actual amounts recycled 2 Copies of receipts weight slips bills of lading etc for recycled or reused materials QUALITY ASSURANCE
58. immediately report to the Port if performance under this Contract would violate any Law in any respect 6 24 The Contractor shall adhere to the following specific provisions of the Public Contracting Code A The Contractor shall 1 Make payment promptly as due to all persons supplying the Contractor labor or material for the performance of the work provided for in this Contract 2 all contributions or amounts due the Industrial Accident Fund from the Contractor or any Subcontractor incurred in the performance of this Contract 3 Not permit any lien or claim to be filed or prosecuted against the Port on account of any labor or material furnished 4 Pay to the Department of Revenue all sums withheld from employees pursuant to ORS 316 167 5 Demonstrate that an employee drug testing program is in place Rev 05 14 GENERAL CONDITIONS S MASTERS STANDARDCONTRACTDOCS GCS DOC 007200 13 B If this is a public contract for demolition the Contractor shall salvage or recycle construction and demolition debris if feasible and cost effective C If this is a public contract for lawn and landscape maintenance the Contractor shall compost or mulch yard waste material at an approved site if feasible and cost effective D Ifthe Contractor fails neglects or refuses to pay promptly a person s claim for labor or services that the person provides to the Contractor or a Subcontractor in connection with this Contract as such claim beco
59. installer provided that fail in materials or workmanship within specified warranty period 1 Failures include but are not limited to the following a Structural failures including but not limited to excessive deflection b Failure of components or operators before reaching required number of operation cycles Faulty operation of hardware d Operating tolerances exceeded e Deterioration of metals metal finishes and other materials beyond normal weathering and use rust through f Delamination of exterior or interior facing materials 2 Warranty Period Two years from date of Substantial Completion Special Finish Warranty Manufacturer agrees to repair or replace components provided that show evidence of deterioration of factory applied finishes within specified warranty period 1 Warranty Period 10 years from date of Substantial Completion PART 2 PRODUCTS 2 1 MANUFACTURERS GENERAL A Source Limitations Obtain all components for sectional door repair from single source from original manufacturer 1 Obtain operators and controls from sectional door manufacturer 2 2 PERFORMANCE REQUIREMENTS A General Performance Sectional doors shall comply with performance requirements specified without failure due to defective manufacture fabrication installation or other defects in construction B Structural Performance Exterior Doors Capable of withstanding the design wind loads 1 Design Wind Load Uniform pressure vel
60. manufacturer s representative and installers whose work interfaces with or affects sheet metal roof repairs including installers of roof accessories and roof mounted equipment METAL PANEL ROOF REPAIRS 02 13 2015 074100 2 I PRC files R3090 03 Design Specs 60 Review E 1 7 A B 1 8 A B PART 2 2 1 A 02 13 2015 2 Review methods and procedures related to elastomeric coating system installation including manufacturer s written instructions 3 Review and finalize construction schedule and verify availability of materials Installer s personnel equipment and facilities needed to make progress and avoid delays 4 Discuss limitations of metal panels with regard to material loading and storage and susceptibility to damage from foot traffic 5 Examine substrate conditions and finishes for compliance with requirements 6 Review governing regulations and requirements for insurance and certificates if applicable 7 Review temporary protection requirements for coating system during and after installation Review coating system observation and repair procedures after installation DELIVERY STORAGE AND HANDLING Deliver roofing repair materials to Project site in original containers with seals unbroken and labeled with manufacturers name product brand name and type date of manufacture and directions for storage Store liquid materials in their original undamaged containers in a clean dr
61. may be paid at least time and a half for work performed on Martin Luther King Jr s birthday on the third Monday in January Veterans Day on November 11 and every day appointed by the Governor as a holiday GENERAL CONDITIONS Rev 05 14 007200 14 S MASTERS STANDARDCONTRACTDOCS GCS DOC H The Contractor shall promptly as due make payment to any person copartnership association or corporation furnishing medical surgical and hospital care or other needed care and attention incident to sickness or injury to the employees of the Contractor of all sums which the Contractor agrees to pay for such services and all moneys and sums which the Contractor collected or deducted from the wages of employees pursuant to any law contract or agreement for the purpose of providing or paying for such service The Contractor shall comply with the terms of the workers compensation laws of the State of Oregon unless exempt and any other applicable jurisdiction All subject employers performing work under this Contract are either employers that will comply with ORS 656 017 or employers that are exempt under ORS 656 126 J Contractor shall comply with the following requirements and if applicable prompt payment provisions stated in Document 007301 Supplementary Conditions for Federally Assisted Contracts 1 The Contractor shall include in each subcontract for property or services the Contractor enters into with a first tier Subcontractor
62. misting to the dust source Application of any wetting agents other than water require the written approval of the Port prior to use a Application of dust control agents is not acceptable for materials that will dissolve in water or become friable b Materials that will dissolve in water or become friable when wetted shall be stored only on impervious surfaces field installed ground sheeting or other barriers Run off from wetted materials shall be controlled to prevent contamination of other portions of the site C The Contractor shall take precautions to contain the particulate matter from sandblasting operations and provide covered storage of the spent abrasive materials Sandblasting shall be managed as hazardous or solid waste in accordance with applicable state federal and local regulations 1 6 NOISE CONTROL A Comply with local noise control regulations 1 7 SOLID WASTE MANAGEMENT A The Contractor shall be solely responsible for determining the proper disposition of all solid waste including documentation showing that the solid waste and recyclables are not regulated as hazardous waste in accordance with state and federal regulations Upon request this documentation shall be made available to the Port B Receptacles l All drop boxes bins totes and cans located in areas exposed to wind or precipitation shall be equipped with metal canvas or plastic covers Drop boxes bins totes and cans shall be
63. not connected to underground drainage systems CLEANING AND PROTECTION Remove temporary protective coverings and strippable films as sheet metal flashing and trim are installed On completion of installation clean finished surfaces including removing unused fasteners metal filings pop rivet stems and pieces of flashing Maintain in a clean condition during construction END OF SECTION 076200 4 14 2015 SHEET METAL FLASHING AND TRIM S PDX 13D 056 CONSULTANT FINAL 076200 SHEET METAL FLASHING amp TRIM DOCX 076200 9 SECTION 077200 ROOF ACCESSORIES PART 1 GENERAL 1 1 1 2 1 3 1 4 1 5 4 14 2015 A DESCRIPTION This Section includes the following I Roof hatch 2 Fall protection equipment SUBMITTALS Product Data For each type of roof accessory indicated Include construction details material descriptions dimensions of individual components and profiles and finishes Shop Drawings Show fabrication and installation details for roof accessories Show layouts of roof accessories including plans and elevations Indicate dimensions weights loadings required clearances method of field assembly and components Include plans elevations sections details and attachments to other work Coordination Drawings Roof plans drawn to scale and coordinating penetrations and roof mounted items Show the following 1 Size and location of roof accessories specified in this Section 2 Meth
64. of the work and 3 by which the Contractor is required to attain final acceptance of the work ARTICLE 17 PROTESTS 17 1 17 2 17 3 17 4 17 5 17 6 A bidder or prospective bidder who wishes to object to any aspect of this solicitation must deliver a written protest to the Port s Manager of Contracts and Procurement 7200 N E Airport Way 8th Floor Portland Oregon 97218 or P O Box 3529 Portland Oregon 97208 or fax to 503 548 5812 If the protest relates to matters that are apparent on the face of the solicitation documents or that otherwise are known or reasonably ought to be known to the protestor the protest must be delivered no less than five business days before the deadline for the Port s receipt of offers If the protest relates to other matters including but not limited to the award of the Contract it must be delivered as soon as possible and in no event more than five business days after the protestor knows or reasonably ought to know of the award of the contract the Port s intent to award the Contract or the other matters to which the protest is addressed A protest is delivered for the purposes of this article when it actually is received by the Port s Contracts and Procurement staff The Port may decline to review a late protest The protest shall be deemed to include only the documents timely delivered pursuant to this article It must clearly state all of the grounds for the protest and must inclu
65. on Port property Asphalt or concrete plant areas on Port property Any surface water if work is being performed in the vicinity Db ode rr B Spill kits shall contain an ample supply of oil absorbent ground booms socks pads bagged sorbents flat blade shovels salvage drums suitable for collection of spilled materials and absorbents provisions for preventing spilled materials from entering any storm drain inlet or conveyance supplies to protect at least two storm drain inlets and personnel protective equipment suitable for the quantity and type of hazardous substances handled C Provide spill kits as described above for the following types of mobile equipment 1 Mobile fueling maintenance and storage equipment 2 Mobile equipment service vehicles including oilers 3 Mobile tanker equipment e g tanker vehicles used to apply bituminous tack material and hazardous material transport vehicles 1 6 HAZARDOUS MATERIAL MANAGEMENT A General 1 Minimize the volume and number of locations where hazardous material is used stored by the Contractor on Port property 2 Minimize the type and volume of material used onsite that will be regulated as hazardous waste when the material becomes spent or unfit for further use 3 Ensure that any hazardous material or hazardous substance for which the use storage or disposal is regulated under federal state or local requirements is handled and managed in accordance with the
66. on the part of the Contractor provide is implied A Furnish shall mean to supply and deliver services materials or equipment to the Work site or other specified location ready for use or installation and in usable or operable condition B Install shall mean to put into use or place in final position services materials or equipment complete and ready for intended use C Perform or provide shall mean to furnish and install services materials or equipment complete and ready for intended use ARTICLE 2 PRELIMINARY MATTERS Port Representative 2 The Port s Chief Engineer is authorized to represent the Port with respect to this Contract provided that his authority to amend this Contract is limited to the amount set by Port policy The Chief Engineer will appoint a Construction Contract Manager in writing to exercise all or part of his authority Contractor s Representative 2 2 The Contractor shall authorize the Contractor s Representative to receive communications from the Port and to sign the Contractor s communications to the Port The Contractor s Representative shall not be replaced without written notice to the Port except under extraordinary circumstances Communications 2 3 In addition to the communication between the Port s Representative and the Contractor s Representative noted above frequent informal communication will take place between Port and Contractor employees to facilitate the Work These commu
67. or another means to drain entrapped water in hollow sections of handrail and railing members that are exposed to exterior or to moisture from condensation or other sources 8 Fabricate joints that will be exposed to weather in a watertight manner ROOF ACCESSORIES 4 14 2015 077200 2 S PDX 13D 056 CONSULTANT FINAL 077200 ROOF ACCESSORIES DOCX 9 Close exposed ends of handrail and railing members with prefabricated end fittings 10 Fasteners Manufacturer s standard Manufacturers 1 Bilco 2 Milcor 3 Or pre bid approved equal PART 3 EXECUTION 3 1 EXAMINATION A Examine substrates areas and conditions with Installer present to verify actual locations dimensions and other conditions affecting performance of work 1 Verify that substrate is sound dry smooth clean sloped for drainage and securely anchored and is ready to receive roof accessories 2 Verify dimensions of roof openings for roof accessories 3 Proceed with installation only after unsatisfactory conditions have been corrected 3 2 INSTALLATION A General Install roof accessories according to manufacturer s written instructions Anchor roof accessories securely in place and capable of resisting forces specified Use fasteners separators sealants and other miscellaneous items as required for completing roof accessory installation Install roof accessories to resist exposure to weather without failing rattling leaking and fastener diseng
68. or burying of waste material within Port property is not permitted C Disposal of waste material within a river stream wetland or other waterway or waterfront is not permitted 1 9 OWNERSHIP OF MATERIAL REMOVED FROM PORT PROPERTY A Unless directed otherwise in the specifications the Contractor accepts ownership of material removed from Port property under this contract and accepts all costs and liability associated with its handling transportation removal and disposal The Contractor releases the Port from any claims actions proceedings damages liabilities and expenses of every kind whether known or unknown resulting from or arising out of such material 1 10 MOVEMENT AND PROTECTION A Movement of construction tools materials supplies fixtures and demolition debris through the building shall be performed in accordance with the following restrictions 1 The Port will determine route and time restrictions as well as time windows for material movement or work that may disturb building occupants 2 Do not block or prevent public use of building areas without the Port s approval 3 Use of hand trucks or carts with metal plastic or hard rubber wheels casters will not be permitted Only pneumatic tires will be allowed 4 Handle with care to prevent damage to equipment and to property Should soiling or damage occur items will be cleaned repaired by the Port at the Contractor s expense Exercise special care to protec
69. or pre bid meetings that were scheduled by the Port to inform small businesses of contracting and subcontracting or material supply opportunities available on the project 2 The bidder identified and selected specific economically feasible units of the project to be performed by small businesses in order to increase the likelihood of participation by such enterprises 3 The bidder advertised in general circulation trade association minority and trade oriented women focus publications if any concerning the subcontracting or material supply opportunities 4 The bidder provided written notice to a reasonable number of specific small businesses identified from a list of certified small businesses provided or maintained by the Oregon Business Development Department for the selected subcontracting or material supply work in sufficient time to allow the small businesses to participate effectively 5 The bidder followed up initial solicitations of interest by contacting the small businesses to determine with certainty whether they were interested 6 The bidder provided interested small businesses with adequate information about the drawings specifications and requirements for the selected subcontracting or material supply work 7 The bidder negotiated in good faith with the small businesses submitting bids and did not without justifiable reason reject as unsatisfactory bids prepared by any small business 8 Where applicable the bidder a
70. or rejection in accordance with the specifications for the particular material s Specific testing tasks are specified in individual sections as required WELDING The Port will hire an approved third party testing agency to provide the inspection and testing of all welds as required by Chapter 17 of the IBC and OSSC Coordinate the fabrication erection inspection and testing of all welds through the Port This inspection and testing will be performed by an AWS certified welding inspector in the case of visual inspection and by NDT Level II certified inspector in the case of nondestructive testing The inspectors and inspection will be as outlined in AWS D1 1 10 Clause 6 QUALITY CONTROL S PDX 13D 056 DIV 01 014500 DOC 014500 1 All fabrication erection welds will be inspected 100 percent visually and all tension complete penetration welds will be 100 percent nondestructively tested by the designated welding inspector s unless otherwise approved by the Port All compression complete penetration welds will be 25 percent nondestructively tested The inspection acceptance criteria of all welds will be AWS D1 1 10 Clause 6 The Port s designated inspection testing company will submit original copies of test reports directly to the Port with copies to the Contractor In addition to the required fabrication erection inspection the Port may also provide verification inspection both visual and NDT of the Contractor insta
71. price in words and numerals the price as written in words governs over the price written in numerals In the case of conflict between the amount bid and the product of the estimated quantity and the unit bid price the unit bid price prevails and the corrected product will be used in computing the total amount bid All arithmetic errors apparent on the face of a bid will be corrected in determining the total bid price Complete the bid form requirements including acknowledgement of receipt of addenda if applicable statement of resident status and any other requirements specifically called for in the bid Execute the bid in the name of the firm followed by the signature of the officer authorized to sign for the firm and the printed or typewritten designation of the officer s name and office held Type or print the address and telephone number of the bidder on the bid form ARTICLE 10 DISCLOSURE OF FIRST TIER SUBCONTRACTORS 10 1 10 2 Within two working hours of the date and time the bids were due the bidder shall disclose first tier subcontractors on Document 004335 First Tier Subcontractor Disclosure Form Disclosure of first tier subcontractors must be submitted either with the bid form or delivered by fax fax number 503 548 5812 or by clearly labeled envelope within the time allowed to the Contracts and Procurement office For the purposes of this article working hours are between 8 a m and noon and 1 p m and 5 p m
72. request Documentation of good faith efforts to meet the small business goal for the project 4 14 15 BID FORM S PDX 13D 056 FTEND DOC 004100 3 DOCUMENT 004335 FIRST TIER SUBCONTRACTOR DISCLOSURE FORM PROJECT NAME SOLICITATION NO BIDS DUE Date Time This form must be submitted at the location specified in the Invitation to Bid on the bid due date and within two working hours after the time of the deadline when bids are due List below the name of each subcontractor who will be furnishing labor or will be furnishing labor and materials the category of work that the subcontractor will be performing and the dollar value of the subcontract There are no dollar thresholds and first tier subcontractors of any dollar amount must be included Enter if there are no subcontractors ATTACH ADDITIONAL SHEETS IF NEEDED Name Address Telephone Dollar Value Category of Work Failure to submit this form by the disclosure deadline will result in a nonresponsive bid A nonresponsive bid will not be considered for award FORM SUBMITTED BY BIDDER NAME CONTACT NAME PHONE Print or Type Signature certifies as to the accuracy of the foregoing information Authorized Signature Date 4 14 15 FIRST TIER SUBCONTRACTOR DISCLOSURE FORM S PDX 13D 056 FTEND DOC 004335 1 DOCUMENT 004336 SMALL BUSINESS GOAL COMPLIANCE REPORT List ALL certified small businesses the bidder submits for participation in thi
73. requirements applicable to those substances 4 The use of degreasing or cleaning products containing chlorinated solvents such as 1 1 1 trichloroethane perchloroethylene and methylene chloride is prohibited unless approved by the Port ENVIRONMENTAL CONSTRUCTION CONTROLS 4 14 2015 015719 2 S PDX 13D 056 DIV 01 015719 DOC 10 11 Immediately clean up hazardous material spilled outside any designated secondary containment system in accordance with Oregon DEQ U S EPA or Oregon OSHA requirements Clean up as soon as possible any hazardous materials spilled inside a secondary containment system Where hazardous materials or products are stored in quantities of 42 gallons or more submit a spill response plan including a map indicating storage site locations Ensure that every hazardous material container is clearly labeled with its contents or original product label Indicate the Contractor s name and contact number on the side of every container greater than 5 gallons in size with legible size lettering If hazardous material is transferred into a secondary container i e any container used to transfer material from a storage location to a point of use or storage prior to use including but not limited to buckets pails pans drums bottles cans etc this container shall also be labeled with the contents the Contractor s name and contract number Storage of flammable or reactive hazardous material waste on Port property or
74. s control Clarifications and Interpretations 8 3 The Construction Contract Manager will issue with reasonable promptness such written clarifications or interpretations of this Contract as may be necessary If the Contractor believes that a written clarification or interpretation justifies an increase in the Contract Price or the Contract Time the Contractor may notify the Port as provided in Article 9 Rejection of Defective Work 8 4 The Construction Contract Manager is authorized to disapprove or reject Work which is Defective and to require additional inspection or testing of the Work whether or not the Work is fabricated installed or completed Port Inspectors 8 5 Rev 05 14 The Port will assign Port inspectors who are authorized to A Inspect the Work as it is performed and all material being furnished Such inspections may extend to all or any part of the Work and to the preparation fabrication or manufacture of the material to be used B Call the attention of the Contractor to any failure of the Work to meet this Contract GENERAL CONDITIONS S MASTERS STANDARDCONTRACTDOCS GCS DOC 007200 23 8 6 8 7 C Reject material not meeting the requirements of this Contract D Suspend that part of the Work affected by Contract nonconformance until the issue can be referred to and a decision issued by the Construction Contract Manager Port inspectors are not authorized to A Supervise or perform any othe
75. shall be used in an upright vertical position D Small Containers Less Than 20 Gallons 1 2 Store containers of flammable liquids in National Fire Protection Association NFPA Code 30 approved safety cabinets or equal Store containers of non flammable liquids in cabinets or other devices equipped with secondary containment E Empty Containers 1 A container is deemed empty when all possible material has been removed using normal practices e g pouring pumping aspirating etc and no more than 1 inch of residue remains on the bottom of the container or inner liner Transferring of the liquid heel at the bottom of containers into other containers shall be done only in areas equipped with secondary containment Do not store empty containers upside down although they may be stored in a horizontal position if the bungs lids are securely fastened Do not rinse empty containers on the work site Manage empty or unwanted containers as solid waste in accordance with the requirements of this section Do not offer empty containers to employees or the public on Port property 1 7 HAZARDOUS WASTE MANAGEMENT A General 1 Obtain the necessary generator identification numbers from the Oregon Department of Environmental Quality DEQ Perform required characterization tests to determine if waste material produced is regulated as hazardous waste Manage transport and dispose or recycle such waste in accordance with stat
76. silicon carbide hot surface ignition control system with 100 percent shut off ignition device 2 Verify burner is equipped with totally enclosed motor with thermal overload protection balance air rotor combustion air proving safety switch nickel plated burner cup and combustion chamber with sight glass for visual inspection of igniter element and burner flame 3 Verify reflector is aluminum designed to reflect all radiant output below horizontal centerline of tube Nickel plated hangers chrome plated hardware with all in good working order PART 3 EXECUTION 3 1 4 14 2015 A B C EXAMINATION Verify each existing heater to be modified is in working order and is acceptable for new work Notify Port of any unsatisfactory conditions Proceed with installations only after all unsatisfactory conditions have been corrected GAS FIRED RADIANT HEATER S PDX 13D 056 CONSULTANT FINAL 235523 GAS FIRED RADIANT HEATERS DOCX 235523 1 3 2 3 3 3 4 35 INSTALLATION Install exhaust systems and components in accordance with applicable codes and regulations and the manufacturer s instructions diagrams and prints Clearances to combustible materials shall not exceed those specified by the manufacturer Prior to installation verify equipment locations and mounting height with all other shop equipment Support Hangers Anchors and Seismic Restraints Comply with the requirements of Sections 230529 and 230545
77. small business participation listed 4 14 15 SUPPLEMENTARY CONDITIONS S PDX 13D 056 FTEND DOC 007300 2 2 If a small business is unable to fulfill the original obligation to the contract the Contractor shall demonstrate to the Port its good faith efforts to replace that small business with another small business D Liaison Officer Records and Reports 1 The Contractor shall designate a small business liaison officer who will administer the Contractor s small business program and submit the Contractor s Subcontractor Payment and Utilization Report form follows the General Conditions to the Port with each application for payment verifying that the Contractor has subcontracted with or purchased materials from the small businesses identified to meet contract goals 2 The participation of a small business subcontractor will not be counted toward the Contractor s small business goals until payments due the subcontractor including retainage due the subcontractor have been paid E Material Breach 1 Failure to comply with the small business requirements of the contract is a material breach of the contract 4 14 15 SUPPLEMENTARY CONDITIONS S PDX 13D 056 FTEND DOC 007300 3 DOCUMENT 007346 WAGE RATES PREVAILING WAGE RATES for Public Works Contracts in Oregon Oregon Bureau of Labor and Industries 43 4 BOLI may be obtained from BOLI s web site at www boli state or us The wage rates and amendme
78. stated otherwise in this Contract words or phrases which have a well known technical construction industry or trade meaning are used in accordance with such recognized meaning 1 2 Unless stated otherwise in this Contract all specifications are directed to the Contractor This includes statements which have no grammatical subject as in Install equipment plumb and level 1 3 Inthe interest of brevity this Contract frequently omits modifying words such as all and any and articles such as the and an but the fact that a modifier or an article is absent from one statement and appears in another is not intended to affect the interpretation of either statement 1 4 The following terms are used in this Contract as allowed as directed as ordered as required acceptable proper reasonable satisfactory suitable These items and any others of like effect or import describe direction judgment requirement or review of the Port Such use is solely to evaluate the Work for compliance with this Contract unless there is a specific statement otherwise The use of such terms never indicates the Port has authority to supervise or direct performance of the Work 1 5 The words Furnish Install Perform and Provide shall have the following meanings for the purposes of this Contract When such verbs are not used in connection with services materials or equipment in a context clearly requiring an obligation
79. the Port to represent the Port with respect to this Contract within the scope of the authority conferred by the written authorization Contract The entire written agreement between the Port and the Contractor establishing their respective rights and obligations concerning the Work Contract Documents The Contract Documents include all documents that make up this Contract including but not limited to the Contractor s signed Bid the Agreement bonds these General Conditions the Supplementary Conditions wage rates the Specifications the Drawings the Notice to Proceed Addenda and Change Orders Contract Price The total compensation payable to the Contractor for performing the Work as stated in this Contract and as modified by Change Order Contract Time The number of days between the Work Start Date established by the Notice to Proceed and the date by which Substantial Completion of all work must be achieved under this Contract Contractor s Representative An individual authorized in writing by the Contractor to represent the Contractor with respect to this Contract Day or Calendar Day Any 24 hour period beginning at midnight Day Business Any Calendar Day other than Saturday Sunday or a holiday on which the Port s administrative offices are closed Rev 05 14 GENERAL CONDITIONS S MASTERS STANDARDCONTRACTDOCS GCS DOC 007200 1 Defective 1 Unsatisfactory faulty or deficient 2 not conforming to this Co
80. the Work and deduct the resulting cost from payment due the Contractor The Port s determination of when and to what degree such protection is necessary shall be final C Other property at the site including trees shrubs lawn walks pavements roadways structures and utilities not designated for removal relocation or replacement D Adjacent property and utilities when prosecution of the Work may affect them 6 41 The Contractor s duties and responsibilities for the safety and protection of the Work shall continue until the Contractor has completed all obligations under this Contract Emergencies 6 42 Inthe event of an emergency affecting the safety or protection of persons or the Work or property at adjacent to or near the site the Contractor shall act to prevent threatened damage injury or loss The Contractor may act without special instruction or authorization from the Port The Contractor shall give the Port written notice within 24 hours of any significant change in the Work or deviation from this Contract caused by the Contractor s acts Submittals Shop Drawings Product Data Maintenance Data and Samples 6 43 The Contractor shall check and verify all field measurements associated with the fit and function of supplied equipment products and material He shall then submit Shop Drawings Product Data Maintenance Data and Samples to the Port for review in accordance with the accepted submittal schedule with such pro
81. the conditions of the work involved and the quantities of materials required for the performance of the work NOTIFICATION TO PORT Notify the Port at least 48 hours before intent to commence work Do not start work until authorized to do so by the Port VERIFICATION OF MEASUREMENTS Before ordering material or doing work verify measurements of the building and be responsible for the correctness of same No extra charge or compensation will be allowed on account of differences between actual dimensions and the measurements indicated on the drawings submit any difference which may be found to the Port for consideration before proceeding with the work EXISTING UTILITIES Notify the Oregon Utility Notification Center OUNC and owners of underground utilities within the construction area or within affected public rights of way or easements via the one call notification system 1 800 332 2344 in advance of the commencement of excavation activities as prescribed in Oregon Revised Statutes ORS 757 541 to 757 571 Excavation Regulations Notify the Port when the one call request is being initiated Protect existing utilities and other public and private facilities and improvements which are to remain in place from damage in the course of the work Perform any shutdown of utilities only when such shutdown will not interfere with Port or tenant operations Schedule shutdowns through the Port allowing time for adequate coor
82. the part of the Port to exercise this right for the benefit of the Contractor or any other party GENERAL CONDITIONS Rev 05 14 007200 38 S MASTERS STANDARDCONTRACTDOCS GCS DOC 14 3 In the event the Contractor Subcontractor or anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable fails to comply with the rules and regulations referenced in this Contract the Port may suspend the Work or any portion thereof The suspension shall continue until completion of any investigation or evaluation by the Port and full compliance with any corrective measures which the Port may reasonably require The Port will not be liable to the Contractor for any delay caused by such suspension nor will there be any adjustment in the Contract Price or Contract Time Port May Terminate the Work 14 4 The occurrence of any one or more of the following events will justify termination for cause A The Contractor is adjudged bankrupt or insolvent B The Contractor makes a general assignment for the benefit of creditors C A trustee or receiver is appointed for the Contractor or for any of the Contractor s property D The Contractor files petition to take advantage of any debtor s act or to reorganize under bankruptcy or similar laws pi The Contractor fails to supply sufficient skilled workers or suitable material or equipment m The Contractor fails to make prompt payments to Subcontractors or for labor a
83. this section regarding onsite storage and use of hazardous material and management of hazardous or solid waste produced during the course of the work Perform daily equipment checks for leaking oil and fluids Visible spills shall be immediately cleaned up Equipment with leaking oil or fluids shall be repaired prior to being operated on Port property To the extent practicable park vehicles and equipment indoors under a roof or on an impervious surface to prevent stormwater contact in the area If a vehicle or equipment is known to be leaking oil or other fluids and service cannot be completed that day install a drip pan or absorbent materials to contain the leak until service and repair is completed D Equipment Maintenance Areas 1 2 4 14 2015 To the extent practicable vehicle and equipment servicing shall be done indoors or under cover Perform vehicle and equipment maintenance over an impervious floor or pad concrete chemical resistant coated asphalt or other field erected system Ensure that contaminated liquids including but not limited to contaminated stormwater are not discharged to any storm drain inlet drainage ditch swale or other surface water conveyance For equipment that cannot practicably be moved to an equipment service area take all reasonable precautions to prevent chemical spills onto the ground or into water Use protective ground sheeting or absorbent materials beneath and around equipment a
84. to both state and federal Davis Bacon prevailing wage requirements the Contractor shall ensure that each subcontract includes a provision that workers shall be paid not less than the higher of the applicable state or federal prevailing wage rates C Contractor shall have a public works bond filed with the Construction Contractors Board as provided by ORS 279C 836 In every subcontract the Contractor shall include a provision requiring the Subcontractor to have a public works bond filed with the Construction Contractors Board unless exempt as provided by ORS 279C 836 D The fee that is required to be paid to the commissioner of the Bureau of Labor and Industries under ORS 279C 825 1 shall be paid under the administrative rule of the commissioner Labor Relations 6 56 The Contractor shall be responsible for labor relations and shall seek to resolve disputes between himself and his employees Any labor dispute arising from this Contract that causes a disruption of the Port s operations shall be to the account of and the responsibility of the Contractor Records and Audits 6 57 6 58 6 59 Rev 05 14 The Contractor shall retain all financial records that pertain to this Contract for at least three years after the Port has made final payment and all other matters related to this Contract are concluded The Port or its designee may inspect audit and copy any of the Contractor s financial records retained pursuant to
85. web site at www boli state or us D Bidders are hereby alerted that public works contractors generally must file a public works bond with the Construction Contractors Board as provided in ORS 279C 836 E No bid will be considered unless the bidder is registered with the State of Oregon Construction Contractors Board to the extent required by ORS Chapter 701 prior to submitting a bid F Bids must identify whether the bidder is a resident bidder as defined in ORS 279A 120 Apprentice Opportunities on Port Projects The Port requires contractors to provide on the job training opportunities for approved and registered apprentices on construction projects over 500 000 The Port s overall target for registered apprentice participation is 15 percent of total labor hours The Port supports efforts to build a diverse and skilled workforce for the construction industry and to increase the representation of diverse apprentices on Port projects Small Business Participation Program The Port is committed to increasing small business participation in Port contracts The Port s small business participation goal for this contract is 12 50 percent of the total amount bid excluding additive alternates if any This contract will be awarded to the lowest responsive and otherwise responsible bidder who either demonstrates its commitment to meet the goal by properly submitting the Small Business Goal Compliance Report and associated Confirmation of P
86. within 50 feet of the Port property line is not permitted unless stored inside a building or other portable device approved by the Fire Marshal or airport fire department within the PDX security fence Keep an up to date file or notebook of Material Safety Data Sheets MSDS for all hazardous materials located by the Contractor on Port property Upon request this information shall be made available to the Port All containers used for storing dispensing or accumulating hazardous materials shall be placed inside a structure or under cover whenever possible All containers not inside a structure shall be equipped with secondary containment Do not locate fuel and hazardous substances storage and dispensing areas where runoff flows from nearby roof drains B Onsite Storage of Petroleum Products 1 2 3 Do not install or use underground storage tanks USTs on Port property Storage racks and vehicles shall be equipped with drip collection devices and enclosures Provide an emergency dispenser shut off switch Switch shall be located at least 15 feet from tanks or the minimum distance approved by the Fire Marshal or airport fire department within the PDX security fence whichever is greater Use bollards or other vehicle restraint devices e g Jersey barriers to prevent vehicles from damaging tanks and containment area Tanks containment areas and dispensing pads shall be under cover or under a temporary shelter to minimize conta
87. 013200 DOC 013200 1 1 A CPM Network Diagram a b 0 B Time scaled by week starting Monday grouped by work areas and sorted by early start dates The diagram shall be clear neat and legible Each sheet shall contain a title block a revision block project name and contract number Contractor type of tabulation initial update project status project duration scheduled substantial completion date and a legend explaining the basic notation terms and codes used Identify critical path activities including critical paths to contract milestone dates Activity durations shall not exceed 10 days Should an activity require more than 10 days it shall be subdivided to define appropriate activities The Port may approve using longer durations on such non construction activities as the procurement and fabrication of materials and equipment All activity descriptions shall clearly define the location and type of work to be performed Show schedule critical deliverables 1 permits submittals etc Schedule fabrication and delivery of all materials and equipment Scheduled start or completion dates imposed on the schedule by the Contractor shall be consistent with contract milestone dates and other restrictions Contract milestone dates are the work area starting and completion dates and shall be clearly identified and connected to the appropriate activities Schedule shall include contingencies for norm
88. 14 When the Contractor considers the entire Work or an agreed upon portion thereof to be complete he shall certify in writing that the Work is complete and request a letter granting Final Acceptance Within 30 days after receipt of the Contractor s certification the Port will inspect the Work and will notify the Contractor in writing of Final Acceptance or of all particulars in which this inspection reveals that the Work is incomplete or Defective The Contractor shall immediately take such measures as are necessary to remedy such deficiencies and allow an additional 30 days for the Port to complete another inspection of the Work The Contractor s certification shall be preceded or accompanied by all documentation called for in this Contract including but not limited to A Redline Drawings for creating record drawings GENERAL CONDITIONS Rev 05 14 007200 36 S MASTERS STANDARDCONTRACTDOCS GCS DOC Bonds if any Software or code use rights documentation Certificates of inspection from jurisdictional authorities moo w Releases waivers or exoneration of all liens arising out of or filed in connection with the Work The Contractor s Waiver of Claims Date form certifying that all payrolls and material bills and other indebtedness connected with the Work for which the Port might in any way be responsible have been paid or otherwise satisfied G Consent of surety if any to final payment Final Payment 13 15 The C
89. 15 ELECTRICAL 260500 4 S PDX 13D 056 CONSULTANT FINAL 260500 COMMON WORK RESULTS FOR ELECTRICAL DOCX 3 6 3 7 3 8 4 14 2015 CUTTING AND PATCHING Include cutting patching and restoration of finishes necessary for the work Surfaces damaged by the work and spaces around conduits passing through walls shall be neatly patched and finished to match the adjacent construction including painting or other finishes Patch clean and remove all dirt and debris GENERAL EQUIPMENT SUPPORT Each fastening device and support for electrical equipment luminaires panels outlets and cabinets shall be capable of supporting no less than four times the ultimate weight of the object or objects fastened to or suspended from the building structure and shall be installed to resist seismic forces as specified in the IBC for the ground motion accelerations corresponding to the project location Support all junction boxes pull boxes or other conduit terminating housings located above the suspended ceiling from the floor above or roof structure to prevent sagging or swaying Conduits 1 Support suspended conduits from the overhead structural system with metal ring or trapeze hangers and threaded steel rod having a safety factor of 4 2 Anchor conduit installed in poured concrete to the steel reinforcing with No 14 black iron wire Powder actuated or similar shot in fastening devices will not be permitted for any electrical work except by sp
90. 15719 5 10 11 12 Containers with small amounts of residual paint or solvent unapproved paints bad batches or dirty cleaning solvents shall not be allowed to evaporate in open air All liquids shall be poured pumped aspirated or otherwise placed into a waste container reused or returned to the vendor The mixing and dispensing of all coating systems and paints for use as well as the cleaning of coating system and painting equipment shall be conducted over an impervious surface at least 50 feet from the nearest storm drain inlet drainage ditch surface water or wetland Any spill shall be immediately cleaned up Other Conditions If sandblasting operations are performed take all reasonable precautions to prevent particulate matter from becoming airborne Reasonable precautions include but are not limited to providing temporary enclosed shelters for sandblasting operations and providing covers or containment for the storage of spent abrasive materials Sandblasting waste shall be collected and managed as hazardous or solid waste Disposal of any latex paint or washwater down any drain onto the ground or into any stormwater conveyance system is prohibited Manage empty containers in accordance with the requirements of this section B Coating Systems Paints and Solvents Containing VOCs 1 Take all reasonable precautions to minimize VOC emissions to the environment during the storage and use of these products includ
91. 4 4 14 2015 A DESCRIPTION This section describes required environmental practices for construction work on Port property SUBMITTALS Where hazardous materials or products are stored in quantities of 42 gallons or more submit a spill response that includes a map indicating storage site locations If total petroleum product storage including fuels and oil e g drummed lubricants exceeds 1 320 gallons obtain special approval from the Port and submit a Spill Prevention Control and Countermeasures SPCC plan in accordance with federal regulations 40 CFR 112 Total storage is equal to the sum of all drums receptacles tanks etc equal to or greater than 55 gallons including mobile storage tanks that are parked on site Submit a monthly written report that provides 1 A complete inventory of all hazardous waste generated that month 2 The current inventory of Contractor generated hazardous waste stored on Port property and 3 The date s the waste was placed into onsite storage EMERGENCY CONTACT AND NOTIFICATION INFORMATION Provide a notification sign with Contractor s appropriate emergency contact information and including the Port s emergency dispatch number in the following locations 1 Areas where fuel hazardous waste or hazardous liquid products are dispensed or stored 2i Areas where more than 42 gallons of hazardous materials are stored 3 On board mobile motor fueling equipment If the mobile fueling
92. 4 Labor and Material Payment Bond 5 General Conditions 6 Supplementary Conditions 7 Wage Rates 8 Drawings 9 Specifications and 10 Addenda For satisfactorily completed work under this Contract the Port will pay the Contractor as provided by the Contract but in no event more than without an amendment or change order The Contractor promises that all work under this Contract shall be substantially complete within 130 days from the date specified in the written Notice to Proceed The Contractor agrees to pay as liquidated damages to the Port for any delay the sum of 100 per day for each day of delay beyond the substantial completion date so promised The Contractor further promises that all work under this Contract shall be complete having gained a successful final inspection and received final acceptance from the Port within 60 days after substantial completion Final payment will not be made until the work is judged complete by the Port The Contractor also agrees to pay Other Damages described in the General Conditions 4 14 15 AGREEMENT S PDX 13D 056 FTEND DOC 005200 1 The Contractor shall obtain the prior written consent of the Port to any proposed assignment of any interest in or part of this Contract Such consent shall be at the sole discretion of the Port Under the same date as this Agreement the Contractor is furnishing the Port with a performance bond and a labor and material payment bond with as
93. 4 Service Fire lanes identified routes on apron designated for aircraft ground service vehicles and fire equipment Airport Security Coordinator ASC The person appointed by the airport operator to serve as the primary and immediate contact for security related activities and communications with TSA Airport Security Program ASP A PDX security program that describes security measures policies and procedures which are mandated and regulated by the TSA Authorized Signatory Person s named by each Contractor employee who will sign for the company s PDX security badges and will validate that each applicant from their company and any subcontractors have a valid need for a PDX security badge and construction keys Criminal History Record Check CHRC A review of a fingerprint based criminal history record to determine if a person has been convicted of a disqualifying crime as mandated in TSR 1542 209 Central Utility Plant CUP environment Areas restricted to public access within the fenced area surrounding the CUP or within the CUP itself Equipment Every self propelled vehicle not capable of being used on a street or roadway Ground control procedures System of metering aircraft access between the parking and movement area that is controlled by the FAA Air Traffic Control Tower ATC Loading bridge A device that facilitates the movement of passengers to from a terminal gate to from a parked aircraft Movement area The ar
94. 4 2015 EXTERIOR BUILDING REHABILITATION PM MCGINJ CCM HARRIB Type Cont PE WHARTT SW DOHERC Status Title 0 CARGO CENTER EXTERIOR BUILDING REHABILITATION
95. ANDARDS ASTM A 653 Steel Sheet Zinc Coated Galvanized by the Hot Dip Process Sheet Metal and Air Conditioning Contractors National Association SMACNA Architectural Sheet Metal Manual Sixth Edition National Association of Architectural Metal Manufacturers NAAMM Metal Finishes Handbook Metal Finishes Manual for Architectural and Metal Products National Roofing Contractors Association NRCA Roofing and Waterproofing Manual Fifth Edition PERFORMANCE REQUIREMENTS General Install sheet metal flashing and trim to withstand wind loads structural movement thermally induced movement and exposure to weather without failing rattling leaking and fastener disengagement Fabricate and install all pre coated galvanized steel capable of resisting the following forces according to recommendations in FMG Loss Prevention Data Sheet 1 49 1 Wind Zone 2 For velocity pressures of 31 to 45 Ibf sq ft 90 Ibf sq ft perimeter uplift force 120 Ibf sq ft corner uplift force and 45 Ibf sq ft outward force Thermal Movements Provide sheet metal flashing and trim that allow for thermal movements resulting from the following maximum change range in ambient and surface temperatures by preventing buckling opening of joints hole elongation overstressing of components failure of joint sealants failure of connections and other detrimental effects Provide clips that resist rotation and avoid shear stress as a result of s
96. ANGERS AND SUPPORTS DOCX 230529 3 2 6 2 7 2 8 PROTECTION SHIELDS Select protection shields based on actual outside diameter of pipe plus insulation Protection shields shall be used at hanger or roller assemblies on chilled or cold water piping where hangers are installed around insulation and on both sides of clamps or U bolts where installed around insulation Use Anvil Fig 167 or pre bid approved equal BUILDING ATTACHMENTS Acceptable Manufacturers B Line Systems Elcen Anvil Superstrut Telco or pre bid approved equal Beam Hangers Beam Clamps Anvil Fig 218 adjustable malleable iron beam clamp or Fig 228 adjustable forged steel beam clamp Beam Hangers C Type Clamps Anvil Fig 93 Sized for required rod to support load being carried Beam Hangers Welded Anvil Fig 66 Sized for required rod to support load being carried Inserts 1 Malleable iron or steel inserts Superstrut M 732CB 5 Inserts sized for required rod to support load being carried 2 Malleable iron or steel inserts Grinnell Fig 152 Inserts sized for required rod to support load being carried Expansion Plugs Similar and equal to Phillips red head self drilling flush shell selected for safety factor of 4 Powder actuated fasteners with silencers as approved by the Port PIPE ANCHORS Fabricate from steel plate as detailed steam condensate pumped condensate and hot water Insulated Pipe Anchors Chilled W
97. ARY OF WORK 011100 1 1 2 1 3 1 4 1 5 1 6 1 7 KNOWN SITE CONDITIONS AFFECTED BY REGULATORY AGENCIES The following materials or conditions are known to exist on the construction site The Contractor shall comply with federal state or local agencies ordinances or regulations pertaining to these conditions 1 Paint containing lead cadmium hexavalent chromium or other metals of toxic significance Grease oils fuels and other hydrocarbons Polychlorinated biphenyls PCBs Chlorofluorocarbons CFCs Volatile organic compounds VOCs Veo t9 UNEXPECTED SITE CONDITIONS Suspected Hazardous or Environmentally Sensitive Conditions 1 If the Contractor encounters suspected hazardous or environmentally sensitive conditions in the work area beyond those mentioned in these specifications or the drawings the Contractor shall immediately stop all work in the area of the suspected condition and notify the Port The Port will make arrangements for testing and appropriate abatement if required The Contractor shall alert his employees to these facts and shall assure that no operations occur that disturb the suspected hazardous or environmentally sensitive condition BS WELDING CUTTING AND BURNING PERMIT Obtain a welding cutting and burning permit from the Airport Fire Department prior to the start of any flame welding cutting or burning work In addition notify the Airport Fire Department prior to beginning
98. ASSURANCE A Manufacturer Qualifications Not less than five 5 years experience in the actual production of specified products 1 Member of the Metal Building Manufacturer s Association MBMA 2 Primary manufacturer of frames secondary steel roof and wall sheeting and trim B Installer Qualifications Firm experienced in application or installation of systems similar in complexity to those required for this project plus the following 1 Acceptable to or licensed by manufacturer 2 Five 5 years experience with systems 3 Successfully completed not less than five 5 projects of comparable scale Preinstallation Conference Conduct conference at Project site 1 Meet with Port Port Tenant Representative elastomeric coating installer and other installers whose work interfaces with steel building repairs 2 Review and finalize construction schedule and verify availability of materials installer s personnel equipment and facilities needed to make progress and avoid delays 3 Review safety measure and procedures required to protect workers and public during the course of the project Review job site access and storage procedures Review weather protection measures to prevent water intrusion to building interior Discuss Port building requirements and security protocol Review temporary protection requirements for glazing during and after installation Discuss limitations of metal panels with regard to material loading
99. BORERS OPERATING ENGINEERS PAINTERS PLASTERERS PLUMBERS amp PIPEFITTERS ROOFERS SHEET METAL WORKERS TRUCK DRIVERS WELDERS amp CUTTERS TOTALS It is hereby certified that the above listed apprentice journeyman hours are the total craft hours and that information contained herein is complete and accurate Contractor Authorized Signature Print Name Title Date Submit with Contractor s Monthly Request for Payment to Construction Contract Manager REV 2 06 S MASTERS FORMS GCS 8_MONTHLY WORKFORCEREPORT DOC INSTRUCTIONS FOR COMPLETING THE MONTHLY WORKFORCE REPORT File this form with each monthly application for payment beginning with the first application If no labor hours were used during the period for which payment is being requested write none in Column 8 1 2 3 4 9 PRIME CONTRACTOR Indicate the name of the prime Contractor CONTACT NAME AND PHONE NUMBER Indicate the name and phone number of the prime Contractor s contact PROJECT NAME Indicate the project name as shown on the contract documents CONTRACT NUMBER Indicate the contract number for this project as recorded on the cover of the signed project manual SOLICITATION NUMBER Indicate the solicitation number for this project as recorded on the cover of the signed project manual PRIME CONTRACT AMOUNT Indicate the total dollar amount of the prime contra
100. CLE 13 OPENING OF BIDS 13 1 The Port reserves the right to postpone a bid opening 13 2 At the time and place set for the opening and reading of bids bids received prior to the scheduled closing time for receipt of bids will be publicly opened and read aloud ARTICLE 14 ACCEPTANCE OR REJECTION OF BIDS 14 1 The Port may reject any bid not in compliance with all prescribed public bidding procedures and requirements and may for good cause reject any or all bids upon a finding it is in the public interest to do so In any case where competitive bids are required and all bids are rejected and the proposed contract is not abandoned new bids may be called for as in the first instance The Port may cancel a solicitation at any time before a contract is signed if the Port determines cancellation is in the Port s best interests If a solicitation is canceled the Port will not be liable for any costs incurred by prospective bidders or bidders If a solicitation is canceled before bids are opened the bids will be returned to the bidders unopened except that the Port may open a bid to determine the identity and address of the bidder if the name and address are not shown on the outside of the envelope If a solicitation is canceled after bids are opened the Port will retain the bids 14 2 The Port may disqualify any bidder if at any time it finds A bidder has been convicted for the commission of a criminal offense as an incident in
101. CONTRACTDOCS GCS DOC 007200 31 11 3 11 4 11 5 11 6 acting for the Port the Contractor is not precluded from recovery of damages or from an equitable Contract Price adjustment Extension of Contract Time will be determined by the Port and will be an equitable adjustment if all or a part of the Work is hindered delayed or suspended by an Act of God act of war act of terrorism or the acts or omissions of the Port or the Port s commissioners employees contractors or agents Requests for extension of Contract Time will not be considered for 1 contention that insufficient time was specified in this Contract 2 delays which affect the Contractor s planned early completion but not the specified Contract Time 3 suspensions made at the request of the Contractor 4 delays caused by labor disputes involving the Contractor or his Subcontractors or 5 delays caused by issues known and addressed in this Contract For those contracts which specify a completion date rather than contract duration the specified Substantial Completion date will be adjusted by the number of days between the anticipated authorization to commence work date shown in the Agreement and the actual date authorizing work commencement shown in the Notice to Proceed if the actual date is later than that shown in the Agreement Any such adjustment of the completion date shall meet the requirements specified under Item 11 3 and shall be supported by the Contract
102. ECTION 133419 STEEL BUILDING SYSTEM PART 1 GENERAL 1 1 1 2 4 14 2015 DESCRIPTION Section Includes 1 Pre engineered building and components including the following a Structural secondary steel framing b Roof covering system including exterior roof panels panel attachments sealants mastics trim and flashings REFERENCED STANDARDS ASTM A 36 ASTM A 36M Standard Specification for Carbon Structural Steel ASTM A 325 Standard Specification for Structural Bolts Steel Heat Treated 120 105 ksi Minimum Tensile Strength ASTM A 563 Standard Specification for Carbon and Alloy Steel Nuts ASTM A 653 A 653M Standard Specification for Steel Sheets Zinc Coated Galvanized or Zinc Iron Alloy Coated Galvannealed by the Hot Dip Process ASTM A 792 A 792M Standard Specification for Steel Sheet 55 percent Aluminum Zinc Alloy Coated by the Hot Dip Process ASTM A 1011 Standard Specification for Steel Sheet and Strip Hot Rolled Carbon Structural High Strength Low Alloy and High Strength Low Alloy with Improved Formability AWS D1 1 Structural Welding Code American Welding Factory Mutual FM Wind classification rating system IAS AC472 International Accreditation Services UL 580 Test for Wind Uplift Resistance of Roof Assemblies Underwriters Laboratories Inc UL 723 Standard for Test for Surface Burning Characteristics of Building Materials Underwriters Laboratories Inc ST
103. EDURES S PDX 13D 056 DIV 01 013300 DOC 013300 3 3 Show performance data consisting of capabilities RPM KW pressure drops design and operating pressures temperatures performance curves noise level curves power characteristics and consumption conforming as closely as possible to the test methods referenced in the drawings and specifications 4 Show wiring or piping diagrams and controls 5 Modify manufacturer s standard schematic drawings and diagrams to indicate which information is not applicable 6 Supplement standard information to provide information specifically applicable to the Work 1 7 SAMPLES A Samples 1 Provide samples of sufficient size and quantity to clearly illustrate the item 2 Show functional characteristics of product or material with integrally related parts and attachment devices Provide full range of color samples 4 After review samples may be used in the work if approved by the Port B Where match sample is specified the Contractor s samples shall match the Port s existing sample Field Samples and Mock Ups 1 Construct at the work area at a location acceptable to the Port 2 Size or Area As specified in the respective specification section D Submit the number and type stated in each specification section or seven copies whichever is greater 1 8 OPERATION AND MAINTENANCE MANUALS A At substantial completion submit three draft copies of final operation
104. EEL BUILDING SYSTEM S PDX 13D 056 CONSULTANT FINAL 133419 STEEL BUILDING SYSTEM DOCX 133419 1 1 3 SYSTEM DESCRIPTION A General 1 Provide metal roof purlin metal roof panels accessories and miscellaneous materials for a complete enclosure including supports for building components specified in other sections 2 Design structural systems according to professionally recognized methods and standards and legally adopted building codes 3 Design under supervision of professional engineer licensed in the jurisdiction of the Project B Design Requirement Bay Size See Drawings Roof Pitch 1 12 Minimum Roof Snow Load 25 psf Roof Live Load 20 psf non reducible Ground Snow Load 20 psf Collateral Loads 5 psf include how much Collateral load will resist uplift O psf Seismic Loads Calculate in accordance with applicable code Building use importance Category II Soil Profile D 19 00 C4 Qv Uv ds Oa par Dead Loads including the weight of all indicated permanent construction a Elements required for support of lights and light battens hanging fixtures mechanical equipment piping ceiling hanger wires and all other items required to provide a complete building and not specifically indicated on the Drawings 10 Wind Loads a Roof Wind Load Calculate in accordance with applicable code using 120 mph Basic Wind Speed or pressure Exposure Category C and Importance Factor of 1 0 Wind Enclosure enclosed
105. ELD SECURITY The Contractor shall maintain security against unauthorized access to the airfield area through openings in the building exterior which are within the work area into portions of the Sterile Area and or Restricted Area Any modification to the airport security perimeter system shall require 45 days advance notification and coordination with the Aviation Security Department Access to the work site located within the Restricted Area shall be through the project security gate as shown on the drawings The Port will provide a security officer at this gate who will control access to the Restricted Area Valid PDX security badges and appropriate vehicle markings will be verified at each checkpoint Individual vehicles and or contents may be subject to inspection All equipment and vehicles shall be positioned a minimum of 10 feet away from either side of the perimeter security fence REGULATIONS FOR CONTRACTORS This section contains rules and regulations related to construction activities at Portland International Airport PDX To the extent that any rules and regulations contained in this section conflict with the rules and regulations now or hereafter adopted by the Port PDX Rules the PDX Rules shall control The regulations contained in this section and the PDX Rules are subject to change at any time without notice Current PDX Rules can be found on the Port s public website at http www portofportland com Rules_Ord_Pol
106. FOR COMPLETING SITE WASTE RECYCLING FORM This form is to be used multiple times throughout the project as shown in the examples below MATERIAL SUMMARY Initial Pre Construction Estimate Not Collected for Collected Collected RECYCLED MATERIAL generated at for salvage this site recycling reuse disposal tons Concrete Pre Construction Estimate Prior to beginning work at the site submit a Metals T ferrous completed form that indicates the TYPES not amounts of site materials expected to be recy cled salvaged or disposed of Do this by marking the appropriate columns for each material as shown eo a T MATERIAL S UMMARY X Monthly Report from 4 1 to 4 30 20 05 Not Collected for RECYCLED MATERIAL generated at offsite for salvage for this site recycling reuse disposal Lon B qon Monthly Report Each month submit a Concrete 1 completed form that indicates both the TYPES and QUANTITIES to the nearest 0 5 ton of site materials that were actually recy cled salvaged or disposed of during the monthly reporting period Do this by marking the appropriate columns for each material as shown Electronics and electrical components X ome MATERIAL SUMMARY X Cioseout Project Summary Not Collected for Collected Collected generated at offsite for salvage for Closeout Summary After all site work is RECYCLED MATERIAL complet
107. For each section include a separate tab with all applicable information in that section Include for each of these items a The supplier s company name b The local representative s name and telephone number 4 A complete copy of as constructed data including the following a Copy of approved product and material data including description of the equipment products quantities supplied and physical locations b Operating data operating instructions including sequence of operation and response to the total system Maintenance data installation repair overhaul and maintenance instructions including adjustments tolerances and replacement and repair procedures recommended practices logic diagrams and troubleshooting procedures and preventative maintenance procedures and schedules d Shop drawings including illustrations and or exploded views identifying each part and subassembly by name applicable catalog or part number schematics of electrical electronic and any other type of control equipment and electronic circuit board diagrams in a separate manual for all printed circuit diagrams including parts lists with commercial part numbers Manufacturers part numbers will not be acceptable The Port acknowledges the proprietary nature of circuit diagrams Subject to the requirements of evaluation of the manufacturer and public disclosure laws the Port will endeavor to protect against unnecessary disclosure of infor
108. ID uo eee eensesncesseessenseescecseveneecoevenesonesersessenssenssossecsaeeseesneessevenesuseonserseessens ARTICLE 12 WITHDRAWAL OF BID etes enne tnne k E trennen trennen enne enne entente nenne 4 ARTICLE 13 OPENING OF BIDS nee eite evt oce Eee rete nee dei Ee bci eb eterne seeded ARTICLE 14 ACCEPTANCE OR REJECTION OF BIDS esee teen reete 4 ARTICLE 15 EXECUTION OF AGREEMENT AND 5 nennen nennen rennen enne ARTICLE 16 NOTICE TO PROCEED 3 iR Eo EE RD Ine ARTICEE 17 PROTESTS wis cA nitum bie eee Up e AU bi so e IDA end 1 4 2015 INSTRUCTIONS TO BIDDERS S AMASTERS STANDARDCONTRACTDOCS IBS DOC 002100 i ARTICLE 1 DESCRIPTION 1 1 Provide labor materials and other means required by the contract documents to complete the work ARTICLE 2 PRE BID INTERPRETATION OF CONTRACT DOCUMENTS 2 1 2 2 If the bidder finds discrepancies omissions or is in doubt as to the true meaning of any part of the contract documents submit a request for a clarification or interpretation using the Q amp A feature in the Port s online bidding system no less than five business days prior to the bid opening date The Port may not consider requests submitted outside of the Port s online bidding system The Port will respond to bidder requests for clarification or interpretation using the Q amp A
109. Item 6 57 and any other records to the extent necessary to 1 evaluate and verify the costs incurred by the Contractor in performing the work under this Contract or the accuracy of any invoice change order payment or claim submitted under this Contract by the Contractor or the Contractor s payees or 2 evaluate any claim asserted by the Contractor against the Port The Contractor shall provide the Port such assistance as may be required to allow complete access to such records within 10 Business Days from the original request The Contractor shall make the GENERAL CONDITIONS S MASTERS STANDARDCONTRACTDOCS GCS DOC 007200 21 6 60 6 61 6 62 6 63 records available at any time during regular business hours after reasonable advance notice If records are located outside the city of Portland Oregon and cannot be provided to a location within Portland Oregon the Contractor agrees to reimburse the Port for expenses incurred in sending representatives to wherever such records are maintained Such expense reimbursement shall include transportation lodging food and other out of pocket expenses resulting from the necessity of leaving Portland Oregon The Contractor shall supply a table a chair a standard electrical outlet lighting and a weatherized space of adequate size at the site of the Contractor s records to allow the inspection auditing and copying of records The Contractor agrees to provide free access to copiers fax
110. Merchant Mariner Card 8 Native American tribal document 9 Driver s license issued by a Canadian government authority 10 For persons under age 18 who are unable to present a document listed above a School record or report card b Clinic doctor or hospital record Daycare or nursery school record List documents that establish employment authorization 1 Social Security Account Number card other than one that specifies on the face that the issuance of the card does not authorize employment in the United States 2 Certification of Birth Abroad issued by the Department of State Form FS 545 3 Certification of Report of Birth issued by the Department of State Form DS 1350 4 Original or certified copy of a birth certificate issued by a state county municipal authority or territory of the United States bearing an official seal 5 Native American tribal document 6 U S Citizen ID Card Form I 197 7 Identification Card for Use of Resident Citizen in the United States Form 1 179 8 Employment authorization document issued by the Department of Homeland Security 3 The following additional requirements apply for employees born outside the U S a If employees are not U S citizens they must provide an Alien Registration card or an I 94 Arrival Departure Form b If employees hold non immigrant visas they must present them If employees are U S citizens born abroad they must present either a
111. NCE Sheet Metal Flashing and Trim Standard Comply with SMACNA s Architectural Sheet Metal Manual Conform to dimensions and profiles shown unless more stringent requirements are indicated l Applicator Company specializing in sheet metal flashing work with five 5 years minimum experience WARRANTY Provide a written warranty guaranteeing all sheet metal flashings against defects of quality of work and materials for a period of two years from the date of final acceptance The warranty shall be delivered to the Port prior to final acceptance of work DELIVERY STORAGE AND HANDLING Deliver sheet metal flashing materials and fabrications undamaged Protect sheet metal flashing and trim materials and fabrications during transportation and handling SHEET METAL FLASHING AND TRIM 4 14 2015 076200 2 S PDX 13D 056 CONSULTANT FINAL 076200 SHEET METAL FLASHING amp TRIM DOCX B C 1 8 A Unload store and install sheet metal flashing materials and fabrications in a manner to prevent bending warping twisting and surface damage Stack materials on platforms or pallets covered with suitable weather tight and ventilated covering Do not store sheet metal flashing and trim materials in contact with other materials that might cause staining denting or other surface damage COORDINATION Coordinate installation of sheet metal flashing and trim with interfacing and adjoining construction to provide a leak proof secu
112. NG AND EQUIPMENT 4 14 2015 230545 2 S PDX 13D 056 CONSULTANT FINAL 230545 SEISMIC RESTRAINTS FOR PIPING AND EQUIPMENT DOCX PART 2 PRODUCTS 2 1 A B e MATERIALS Seismic Bracing Steel fabrication in accordance with AISC Steel Construction Manual with structural steel shapes of ASTM A36 steel Welding shall be in accordance with AWS D1 1 10 Design and sizes shall be as required Fastenings bracing and assembly shall be selected by a professional structural engineer licensed in the state of Oregon Design calculations shall show that the maximum stress in any structural steel member will not exceed 18 000 psi Channel type elements shall be No 12 gauge formed steel 1 5 8 inch square prime painted or chromate dip finish Use spring in nuts with grooves Bolting accessories shall be machine bolts with semi finished nuts PART 3 EXECUTION 3 1 INSTALLATION A Equipment and tanks shall be braced or anchored to conform to the requirements listed under the Quality Assurance article of this section B Ductwork and piping shall be seismically braced to conform to the requirements listed under the Quality Assurance article of this section C Provide pipeline seismic flexible connectors where piping crosses building earthquake joints Arrange piping and connectors for the amount of motion required Provide vent and drain valves for all liquid filled systems D Provide ductwork seismic flexible connectors where ductwork cro
113. OR ELECTRICAL S PDX 13D 056 CONSULTANT FINAL 260500 COMMON WORK RESULTS FOR 260500 3 ELECTRICAL DOCX 3 4 3 5 Cutting or notching shall be kept to a minimum and done in a method only as approved by the Port Structural members shall not be disturbed or cut in any way without specific written approval from the Port on a case by case basis Patch and correct finished surfaces damaged by electrical work The extent of the branch circuiting and control wirings shown shall not be changed Provide all backing and mounting hardware required to complete the electrical systems in a safe working condition as part of the contract work Comply with code requirements and methods EXISTING ELECTRICAL SYSTEMS Existing electrical services shall be maintained operational at all times unless specified scheduled and or approved otherwise The Contractor shall be responsible for ensuring the safety of Contractor s personnel when working on Port electrical systems Those responsibilities include 1 Compliance with Oregon Administrative Rules Chapter 437 when working on or near exposed de energized or energized parts 2 Confirming that the equipment has in fact been de energized by testing and installing grounds to the system being worked on 3 Providing the spider and locking device necessary to lock out the disconnect switch 4 Providing a circuit breaker locking device or disconnecting the branch circuit conductor from the circuit
114. PDX 13D 056 CONSULTANT FINAL 230529 HANGERS AND SUPPORTS DOCX 230529 1 1 4 A QUALITY ASSURANCE Supports and hangers for piping systems subject to expansion and contraction shall be chosen with careful consideration The hanger support type selection depends on the directions in which the piping system will expand PART 2 PRODUCTS 2 1 SUPPORTS AND ANCHORAGE A Provide pipe and equipment hangers and supports in accordance with the following 1 When supports and anchorages equipment conduit piping and ductwork are not shown on the drawings the Contractor shall be responsible for their design 2 Supports and anchorages shall resist forces due to hydraulic testing and seismic forces as specified in the IBC for the ground motion accelerations corresponding to the project location 3 Supports and anchorages shall not introduce stresses in the piping caused by thermal expansion or contraction 4 Connections to structural framing shall not introduce twisting torsion or lateral bending in the framing members Provide supplementary steel as required B The following engineered support systems shall be designed detailed and bear the seal of a registered professional structural engineer licensed in the state of Oregon 1 Supports floor and roof mounted tanks and supports for suspended tanks and equipment 2 Support frames such as pipe racks or stanchions for piping and equipment which provide support from below 3 Tank
115. Port police and Port Airside Operations C Violations of the regulations may be cause for the project to be stopped and project safety procedures evaluated The Port will decide if and when work will continue D The driving regulations are as follows 1 Yield the right of way to moving aircraft whether under tow or their own power and pedestrians 2 Within the Restricted Area equipment vehicle and personnel travel outside the work area is restricted to the route s shown on the drawings 3 Obey stop signs and markings 4 Do not drive under loading bridge or between an aircraft and a terminal gate 5 Under no circumstances may a vehicle drive between an aircraft and a terminal gate during ramp deplaning or enplaning of passengers 6 Yield right of way to emergency vehicles displaying rotating beacons other than yellow and or using sirens and other audible emergency signals T Observe the posted speed limits 8 Regardless of a posted speed limit a lower speed may be required in order to account for congestion reduced visibility slippery surfaces or other hazardous condition No vehicle shall be driven in a manner that endangers persons or property 9 The speed limit of off ramp service roads perimeter road is 35 MPH or as posted 10 Non motorized equipment shall have reflective devices displayed on the front back and sides 11 Operators shall have a current and valid state driver s license on their person 12 D
116. RATING REGULATIONS 4 14 2015 013513 4 S PDX 13D 056 DIV 01 013513 DOC complete an escort driver hands on training class in addition to the security badge construction and non movement driver training classes This training will be provided by the Port 3 Superintendent endorsement icon This icon will be issued to a limited number of the Contractor s and subcontractors on site supervisors Prior to issuance all designees shall successfully complete a superintendent driver hands on training class in addition to the security badge construction and non movement driver training classes This training will be provided by the Port 4 Flagger endorsement icon This icon will be issued to a limited number of designated Contractor personnel who will be trained to provide flagging services Prior to issuance all designees shall successfully complete a flagger hands on training class in addition to the security badge and construction training classes This training will be provided by the Port 5 Driver endorsement icon This icon will be issued to a limited number of personnel who will be trained to drive vehicles on the Airfield Prior to issuance all designees shall successfully complete the security badge and non movement driver training classes In some situations the construction training class may also be required This training will be provided by the Port D Contractor shall submit to the Port the name
117. ST form and subsequent PDF cut sheets that describe the product characteristics The electronic file shall be named as follows 1 Submittal 08 01 pdf b Multiple File Example Submittal number 2 3 consists of two files the Port GST form in PDF format and a Microsoft Word document The files shall be named as follows 1 Submittal 02 03 Part 1 of 2 pdf 2 Submittal 02 03 Part 2 of 2 doc F Organize each submittal by specification section and paragraph number G Include the following information with each submittal 1 The Contractor s submittal identification number marked on each item 2 Date and revision dates 3 Port project title and number 4 The names of The Contractor subcontractor supplier and manufacturer 5 Identification of product or material with the appropriate specification section and paragraph number marked on each item 6 Relation to adjacent critical features of work or materials a A clearly detailed sectional drawing of each system identifying all components and their method of attachment to supporting structure adjacent Contractor designed work or both T Field dimensions clearly identified as such 8 Applicable standards 9 Identification of deviations from contract documents Products shall be accompanied by a substitution request form 10 The Contractor s stamp Resubmission Requirements 1 Revise initial submittals as directed by the Port and resubmit as specified for the in
118. TIONS Rev 05 14 007200 24 S MASTERS STANDARDCONTRACTDOCS GCS DOC Contract interpretation or clarification on the Contract Time The itemized estimate or analysis shall be submitted within 15 days of receipt of the change directive Contract interpretation or clarification from the Port or the submittal of the Contractor s written notice under Item 9 4 The Contractor shall submit such cost estimate or work progress schedule analysis in less than 15 days if so requested by the Port or if so required by work progress schedule limitations 9 6 The Port may order the Contractor in writing to commence the added work immediately and account for cost using the force account method if the Contractor fails to submit the cost estimate within the 15 day period or earlier if requested the parties fail to agree as to the cost or schedule impact or the Port for any reason deems it necessary If direction to proceed has already been given and the Contractor fails to submit the cost estimate within the 15 day period or earlier if requested if the parties fail to agree as to the cost or work progress schedule impact or if the Port for any reason deems it necessary the Port may issue a lump sum unilateral change to the Contract Price in accordance with the Port s estimate of cost 9 7 The Contractor shall proceed with the work involved upon receipt of a Change Order or direction to proceed with the Work prior to execution of a Change Order The Contract
119. The Port reserves the right to furnish such material as it deems advisable and the Contractor shall have no claims for cost or profit on material furnished by the Port 2 Labor man hours rates by crafts a Payroll costs shall include but not be limited to salaries and wages and fringe benefits including social security contributions unemployment excise and payroll taxes workers compensation health and retirement benefits sick leave vacation and holiday pay applicable thereto The costs for all supervision including general superintendents and foremen shall be included in the markups established by this Contract The only exception to this shall be working foremen who perform manual labor No labor charges will be accepted for engineering or proposal preparation These costs shall be included in the markups established by this Contract b Overtime and premium time pricing will be allowed only for labor which is authorized by the Port to be performed after normal working hours or on Saturday Sunday or legal holidays 3 Equipment type size attachments hours rate a The cost to the Contractor for the use of equipment directly required in the performance of the changed Work No mobilization or demobilization cost will be allowed for equipment already on site b For equipment owned furnished or rented by the Contractor costs allowed shall be the actual usage costs incurred as supported by the Contractor s published sta
120. These costs shall be considered administrative costs covered by the Contractor s markup Expense of the Contractor s principal and branch offices other than the Contractor s office at the site Any part of the Contractor s capital expenses Interest on the Contractor s capital employed for the Work Charges against the Contractor for delinquent payments Costs due to the negligence of the Contractor any Subcontractor or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable Negligence costs include correction of defective Work disposal of material wrongly supplied and making good any damage to property The costs of any item not specifically and expressly included in Items 10 4 A through E G The Contractor s markup for overhead and profit shall not exceed the following 1 Costs incurred under Items 10 4 A 10 4 B and 10 4 C 15 percent No markup allowed for Item 10 4 E Costs incurred under Item 10 4 D less Subcontractor s markup a First 5 000 10 percent b Amount above 5 000 8 percent If a subcontract is based on the force account method plus markup the maximum allowable to the Subcontractor as markup for overhead and profit will be in accordance with Item 10 4 G In no case shall the total markups be greater than 30 percent of the direct cost regardless of the number of subcontract tiers existing Cost Changes to Bonds and Insurance 10 5 When chang
121. UCTION PROGRESS DOCUMENTATION 4 14 2015 013200 4 S PDX 13D 056 DIV 01 013200 DOC SECTION 013300 SUBMITTAL PROCEDURES PART 1 GENERAL 1 1 1 2 1 3 4 14 2015 A w p g A DESCRIPTION This section describes administrative and procedural requirements for all types of submittals ABBREVIATIONS DOC DOCX Microsoft Word file type extension GST General Submittal Transmittal form PDF Portable Document Format SFT Secure File Transfer XLS XLSX Microsoft Excel file type extension PROCESS CONTENT AND FORMAT ALL SUBMITTALS Unless specified otherwise in the applicable technical sections transmit submittals electronically to the Port as described in this section The Contractor shall use Adobe Acrobat X Professional software or pre bid approved equal as part of this process Accompany all submittals with the Port General Submittal Transmittal GST form A copy of the form is attached to this section as a sample An electronic PDF version of the GST form will be forwarded to the Contractor after contract execution 1 The GST form shall be filled out electronically and inserted as the first page of each electronic submittal package The GST form shall not be printed or scanned nor shall it be flattened locked or protected with security passwords or protections without prior approval The electronic submittal process utilizes a secure file transfer SFT site that allows users to transmit large e
122. a greater portion of the work of a contract than would be expected on the basis of normal industry practice for the type of work involved it is presumed that the small business is not performing a commercially useful function D Use the following factors in determining whether a small business trucking company is performing a commercially useful function 1 4 14 15 The small business must be responsible for the management and supervision of the entire trucking operation for which it is responsible on a particular contract and there cannot be a contrived arrangement for the purpose of meeting small business goals The small business must itself own and operate at least one fully licensed insured and operational truck used on the contract The small business receives credit for the total value of the transportation services it provides on the contract using trucks it owns insures and operates using drivers it employs The small business may lease trucks from another small business firm including an owner operator who is certified as a small business The small business who leases trucks from another small business receives credit for the total value of the transportation services the lessee small business provides on the contract The small business may also lease trucks from a non small business firm including from an owner operator The small business who leases trucks from a non small business is entitled to credit for the total va
123. act damages for late Substantial Completion The parties agree that the Port does not waive its right to liquidated damages by allowing the Contractor to continue and finish all or any part of the Work after the scheduled Substantial Completion date or after Substantial Completion is actually achieved The parties also agree that payment of liquidated damages does not release the Contractor from any duty under this Contract other than the duty to pay liquidated damages The parties further agree that the liquidated damages required by this Contract are compensation to the Port only for harm the Port sustains from late completion They are not compensation for additional effort required by the Port because the Work has been extended over a longer period or for other harm the Port may sustain from the Contractor s other breaches of this Contract The Port may withhold liquidated damages from progress payments or may withhold the full amount of accrued liquidated damages from final payment Other Damages 13 21 In addition to the liquidated damages described above the Port may recover from the Contractor withhold from payments under this Contract or both actual costs incurred by the Port due to the extra effort necessitated because the Work is extended over a longer period of time such as the actual costs of additional engineering and inspections by the Port This right to actual damages shall apply to both late Substantial Completion and late Fina
124. aft in flight Carrying a weapon or explosive aboard aircraft Conveying false information and threats Aircraft piracy outside the special aircraft jurisdiction of the United States Lighting violations involving transporting controlled substances Unlawful entry into an aircraft or airport area that serves air carriers or foreign air carriers contrary to established security requirements Destruction of an aircraft or aircraft facility Murder Assault with intent to murder Espionage Sedition Kidnapping or hostage taking Treason Rape or aggravated sexual abuse Unlawful possession use sale distribution or manufacture of an explosive or weapon Extortion Armed or felony unarmed robbery Distribution of or intent to distribute a controlled substance Felony arson A felony involving a threat A felony involving a Willful destruction of property b Importation or manufacture of a controlled substance Burglary d Theft e Dishonesty fraud or misrepresentation f Possession or distribution of stolen property g Aggravated assault h Bribery or 1 Illegal possession of a controlled substance punishable by a maximum term of imprisonment of more than 1 year Violence at international airports Conspiracy or attempt to commit any of the criminal acts listed here AIRPORT SECURITY SAFETY AND OPERATING REGULATIONS 013513 7 b If an individual s CHRC discloses a conviction for any of t
125. agement B Install roof accessories to fit substrates and to result in watertight performance C Metal Protection Where dissimilar metals will contact each other or corrosive substrates protect against galvanic action by painting contact surfaces with bituminous coating or by other permanent separation as recommended by manufacturer D Install roof accessories level plumb true to line and elevation and without warping jogs in alignment excessive oil canning buckling or tool marks E Attach safety railing system to roof hatch curb F Attach ladder safety post according to manufacturer s written instructions G Seal joints with elastomeric sealant as required by manufacturer of roof accessories 3 3 CLEANING A Clean exposed surfaces according to manufacturer s written instructions END OF SECTION 077200 4 14 2015 ROOF ACCESSORIES S PDX 13D 056 CONSULTANT FINAL 077200 ROOF ACCESSORIES DOCX 077200 3 SECTION 083613 SECTIONAL DOORS PART 1 GENERAL 1 1 1 2 1 3 4 14 2015 A DESCRIPTION Section includes repair of electrically operated sectional doors including replacement of worn and broken parts general door maintenance and repair of physical damage and misalignment SUBMITTALS Product Data For each type and size of sectional door and accessory 1 Include construction details material descriptions and dimensions of individual components profile door sections and finishes 2 Include rated capaci
126. ake arrangements for the testing agency s or agencies reimbursement 1 9 PROGRESS MEETINGS A Regularly scheduled job meetings will be held between the Contractor and the Port The Contractor s representative at job meetings shall be the person directly responsible for the work The time and place of the meetings will be established by the Port B Other unscheduled meetings may be required to resolve specific issues at the work area END OF SECTION 011100 4 14 2015 SUMMARY OF WORK S PDX 13D 056 DIV 01 011100 DOC 011100 3 SECTION 013100 PROJECT MANAGEMENT AND COORDINATION PART 1 GENERAL 1 1 PORT TENANT OPERATIONS A Work in coordination and cooperation through the Port with airlines tenants and other contractors so that normal operations may be carried on without interruption B The Port airline or tenant operations may require that certain of the Contractor s operations be scheduled around Port airline or tenant activities and certain areas of the work may be required to be bypassed and accomplished when Port airline or tenant operations permit 1 2 OTHER CONTRACTORS A Port reserves the right to award other contracts for work in the vicinity of work covered by this contract B various contractors and the Port will mutually establish a schedule of construction for the use of common work areas 1 3 CONTRACTOR S COORDINATION A Contractor is responsible for overall coordination of the work
127. al weather delays and seasonal periods of heavy traffic flow Schedule shall list resources required to perform work within durations shown Indicate the estimated quantities of work anticipated where applicable Failure to include any element of work required for performance of this contract shall not excuse the Contractor from timely completion of work required to achieve the contract milestones notwithstanding the acceptance of the contract schedule submittal The contract duration shall be the duration specified in the contract documents and awarded by the Port Schedules extending beyond the contract completion date will not be accepted Schedules showing the work completed in less than the contract duration may be found by the Port to be impractical requiring resubmittal Schedules showing the work completed in less than the contract duration if practical to the Port shall be considered to have Float Float is the time between the scheduled duration of the work and the contract duration Float is a resource available to both the Contractor and the Port and is non compensable Acceptance of a schedule showing the work completed in less than the contract duration shall not constitute a change to the contract completion date Schedule shall be coded by activity identifying shift work restricted hours electrical work etc All Port required activities shall be shown as part of the critical path 2 Narrative The contract schedule submi
128. alculations and other documentation required for purposes of obtaining permits for Contractor designed work B After Port review the Contractor shall submit to federal state and local units of government all calculations and other documentation required for obtaining permits During review by units of government the Contractor shall notify the Port of proposed deviations from the original permit documentation C Contractor shall submit to the Port all calculations and other documentation approved by units of government D The Contractor shall pay costs and charges imposed by local units of government for permits issued to the Contractor E The Contractor shall give all notices necessary for permit related inspections by third parties The Contractor shall submit to the Port a legible copy of permits certificates of approval and certificates of occupancy issued by the responsible unit of government Laws and Regulations 6 22 The Contractor shall comply and shall ensure that his employees and those of his Subcontractors and suppliers at every tier comply with the most current versions of applicable Laws rules regulations and practices 6 23 If the Contractor performs any Work knowing or having reason to know that it is contrary to any Law the Contractor shall be responsible for all claims costs losses and damages arising out of or relating to the Contractor s performance or the resulting Work The Contractor shall
129. all receive a dollop swirl coat of seam coating to completely enclose the fastener Where indicated on the drawings protrusions and curbs should be flashed with the elastomeric coating system Allow all repairs and seam details with sealing tape and seam sealer to cure for 24 48 hours CLEANING EXISTING SHEET METAL ROOF SYSTEM Remove solid debris including leaves rubbish dirt scale algae and other surface matter that would impair adhesion of new materials not intended to be on roof surfaces and dispose of Clean surface of sheet metal roof areas at repair locations including flashings and penetrations using power washing equipment Maintain a minimum working pressure of 3000 psi METAL PANEL ROOF REPAIRS IPRC files R3090 03 Design Specs 60 Review 074100 7 C Utilize a non phosphate cleaning solution with water to assist in removing dirt and scale Thoroughly rinse all surfaces of cleaning solution prior to allowing to dry END OF SECTION 074100 METAL PANEL ROOF REPAIRS 02 13 2015 074100 8 I PRC files R3090 03 Design Specs 60 Review SECTION 076200 SHEET METAL FLASHING AND TRIM PART 1 GENERAL 1 1 1 2 1 3 4 14 2015 DESCRIPTION Section Includes 1 Precoated galvanized steel counter flashings edge flashings transition flashings wall panels and other roof related flashings associated with roofing installation 2 Precoated galvanized steel seamless gutter and downspout system REFERENCED ST
130. ally parallel Provide temporary bracing or anchors in framework for items which are to be built into concrete or masonry of similar construction 2 Fit exposed connections accurately together to form tight hairline joints Weld connections which are not to be left as exposed joints but cannot be shop welded because of shipping size limitations Grind joints smooth and touch up shop paint coat Do not weld cut or abrade the surfaces of exterior units which have been hot dip galvanized after fabrication and are intended for bolted or screwed field connections Field Welding Comply with AWS Code for procedures of manual shielded metal arc welding appearance and quality of welds made and methods used in correcting welding work 1 Fume Control Provide welding fume control to protect personnel and the public from exposure to heavy metals 2 Shielding Provide shielding for arc welding operations to protect personnel and the public that may have visual or other access during the work Touch Up Painting Immediately after erection clean field welds bolted connections and abraded areas of shop paint and paint exposed areas with same material as used for shop painting Apply by brush or spray to provide a minimum dry film thickness of 1 0 mils END OF SECTION 055000 4 14 2015 METAL FABRICATIONS S PDX 13D 056 CONSULTANT FINAL 055000 METAL FABRICATIONS DOCX 055000 5 SECTION 074100 METAL PANEL ROOF REPAIRS PART 1 GENERAL 1
131. and Steel Products ASTM A153 Zinc Coating Hot Dip on Iron and Steel Hardware ASTM 1011 Steel Sheet and Strip Hot Rolled Carbon Structural High Strength Low Alloy High Strength Low Alloy with Improved Formability and Ultra High Strength ASTM F2329 Zinc Coating Hot Dip Requirements for Application to Carbon and Alloy Steel Bolts Screws Washers Nuts and Special Threaded Fasteners AWS American Welding Society NAAMM National Association of Architectural Metal Manufacturers OR OSHA Oregon Occupational Safety and Health Administration SUBMITTALS Submit the following 1 Product Data Submit manufacturer s specifications anchor details and installation instructions for products to be used in the fabrication of metalwork including paint products and grout Shop drawings Show fabrication and erection of metal fabrications Include drawings elevations and details of sections and connections Show anchorage and accessory items Provide templates for anchor and bolt installation under other sections Submit sample corners of handrails and railings as requested METAL FABRICATIONS S PDX 13D 056 CONSULTANT FINAL 055000 METAL FABRICATIONS DOCX 055000 1 1 4 A B D Where design of members and connections is specified as part of the work of this section submit structural analysis showing loadings and stresses stamped and signed by a structural engineer registered in Oregon with shop draw
132. and storage and susceptibility to damage from foot traffic Review of shoring and temporary bracing strategies and submittals 10 Verify all preinstallation testing has been performed and additional testing or material changes are not required Qo Qu Un 55 4 14 2015 STEEL BUILDING SYSTEM S PDX 13D 056 CONSULTANT FINAL 133419 STEEL BUILDING SYSTEM DOCX 133419 3 1 6 1 7 A B A DELIVERY STORAGE AND HANDLING Store products in manufacturer s unopened packaging until ready for installation Store and dispose of solvent based materials and materials used with solvent based materials in accordance with requirements of local authorities having jurisdiction PROJECT CONDITIONS Maintain environmental conditions temperature humidity and ventilation within limits recommended by manufacturer for optimum results Do not install product under environmental conditions outside manufacturer s absolute limits PART 2 PRODUCTS 2 1 MANUFACTURERS A Acceptable Manufacturer 1 AEP Span Tacoma WA 2 The Purlin Mill Hubbard OR 3 Or pre bid approved equal 2 2 SECONDARY FRAMING A X Purlins Zee shaped depth as required with minimum yield strength of 55 000 psi simple span or continuous span as required for design G 60 galvanized standard material 1 Purlin Size 8x2 5 B Deflection Limit purlin total deflection to L 180 of span C Wind Bracing Portal torsional diagonal bracing or diaphragm in acco
133. and the Contractor are unable to distinguish discontinued models from current models having different rates in the Rental Rate Blue Book the lower rate shall apply In the event a rate is not given for either a new model or an older model a rate for the most similar model in the Rental Rate Blue Book will be used Such characteristics as manufacturer capacity horsepower and fuel will be used as the basis for selecting a similar model 3 Inthe event a rate has not been established for a particular equipment category in the Rental Rate Blue Book the Contractor shall call the EquipmentWatch company for written documentation of a rental rate on the equipment and present it to the Port for approval before use of the equipment Lump Sum Breakdown 10 7 The price of changes in a lump sum agreement or lump sum bid items will be based on the lump sum breakdown furnished in accordance with Item 2 8 Deleted Work 10 8 Deletion of any portion of the Work shall not be a waiver of any requirement of this Contract nor invalidate any of its provisions The Contractor will be paid for all work performed toward the completion of the portion of the Work prior to its deletion as provided by the force account method No allowance will be made for anticipated profits on the deleted portion of the Work If the deletion of the Work results in surplus material that is not returnable by the Contractor for a credit acceptable to the Port or if the Port so desir
134. articipation forms or who upon request of the Port submits adequate evidence that it made good faith efforts to meet the participation goal See the Supplementary Instructions to Bidders for more information related to small business participation THE PORT OF PORTLAND Craig Johnsen Manager Contracts and Procurement April 15 2015 CPD CON 4 14 15 INVITATION BID S PDX 13D 056 FTEND DOC 001100 2 DOCUMENT 002100 INSTRUCTIONS TO BIDDERS TABLE OF CONTENTS ARTICLE DESCRIPTION nente pre reo DR Re DOR eO F R Ue DR RR PUES ARTICLE 2 PRE BID INTERPRETATION OF CONTRACT nennen ARTICLE 3 RESIDENT BIDDER PREFERENCE epe tne tret teen treiben terree te then rnnt ARTICLE 4 EQUIVALENT MATERIALS PRODUCTS OR SERVICES ARTICLE 5 ESTIMATED QUANTITIES nennen teen a trennen nest reete etre enne tenete teen ARTICLE 6 EXAMINATION OF SITE essere ener nene ARTICLE 7 OFFICIAL BID enne nene trennen reete etre eene ARTICLE 3 BID SECUREIEY Sick eet AGP etis Pre tee ge ee uite epo RG ARTICLE 9 EXECUTION OF BID bene DE epe aeree ipee mper ARTICLE 10 DISCLOSURE OF FIRST TIER SUBCONTRACTORS ee eere ARTICLE 11 SUBMISSION OF B
135. ary to adequately perform the work 2 Security keys identifiable by the Port logo are not transferable 3 The Contractor or his Authorized Signatories shall complete application forms for all Contractor and subcontractor personnel scheduled to receive keys 4 Allow a minimum of 5 days to process key applications 5 Report lost keys to the PDX Security Badging Office immediately The charge for replacement of a lost security key is 50 for the first occurrence 50 for the second and 50 for the third Any person who loses three keys will not be eligible to obtain additional keys 6 When keys are no longer needed for access to a Restricted Area or area with critical infrastructure components the Contractor shall return it to the PDX Security Badging Office 7 At final acceptance of the work 500 will be deducted from the final payment for each key not returned to the Port s badging office 1 6 TRAINING INFORMATION A As part of the requirements to obtain a PDX security badge all Contractor personnel who will be working within the Restricted Area shall complete security badge training and if applicable endorsement icon training classes with additional hands on training conducted by the Port Upon successful completion of training the Port may issue an airfield driving permit for personnel required to operate vehicles within the Restricted Area such as superintendents supervisors foreman and escorts In accordance with FAA pol
136. aspx DEFINITIONS AND ABBREVIATIONS Airside Operations Construction Maintenance Coordinator Airside Operations Supervisor who is responsible for coordinating all airfield construction maintenance projects Airside Operations Supervisor Airfield 1 Port representative who is responsible for managing the day to day operations on the airfield Air Operations Area AOA This area includes aircraft movement areas aircraft parking areas loading ramps and safety areas for use by aircraft regulated under TSA regulations and any adjacent areas such as general aviation areas that are not separated by adequate security systems measures or procedures This area does not include the Secured Area but is part of the Restricted Area RA The AOA is a Security Identification Display Area SIDA AIRPORT SECURITY SAFETY AND OPERATING REGULATIONS S PDX 13D 056 DIV 01 013513 DOC 013513 1 Apron All areas and facilities used for aircraft support and servicing operations It includes the following subcomponents 1 Aircraft parking positions used for parking aircraft to enplane and deplane passengers load or unload cargo 2 Aircraft service areas on or adjacent to an aircraft parking position These areas are used by airline personnel equipment for servicing aircraft and staging baggage freight and mail for loading and unloading of aircraft 3 Taxilane reserved to provide taxiing aircraft with access to and from parking positions
137. ater l Acceptable Manufacturers Pipe Shields Inc Rilco or pre bid approved equal 2 Insulated pipe anchors shall maintain vapor barrier and a positive axial lateral and vertical stop a Steel Inner Thrust Plates Welded attachments material shall be compatible with pipe shipped loose b Structural Inserts High density calcium silicate compressive strength 600 psi minimum Asbestos free treated with water repellant Jackets Galvanized steel d Steel Straps Base and Outer Thrust Plates Carbon steel e Fasteners Cadmium plated 3 The anchor shall bear the piping system design load Pipe Shields models C4000 through C4300 HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT 4 14 2015 230529 4 S PDX 13D 056 CONSULTANT FINAL 230529 HANGERS AND SUPPORTS DOCX PART 3 EXECUTION 3 1 HANGERS AND SUPPORTS A General 1 Install all support systems as detailed and in accordance with manufacturer s recommendations Provide pipe racks pipe stands trapeze hangers etc as required and as detailed on the drawings 2 Provide adjustable hangers complete with inserts adjusters bolts nuts swivels all thread rods etc for all pipes except where specified otherwise 3 Size hangers to clear insulation for piping services conveying liquids less than 70 F 4 Support fire protection piping independently of other piping 5 Prevent electrolysis in support of copper tubing by use of hangers and supports which
138. aterial rubbish and other debris resulting from the Work At the completion of the Work the Contractor shall leave the site clean and ready for occupancy The Contractor shall restore to their original condition those portions of the site not designated for alteration by this Contract 6 33 The Contractor shall not permit any part of any structure to be subjected to loads that may endanger its structural stability The Contractor shall not subject any part of the Work or adjacent property to stresses or pressures that will endanger it Safety and Protection 6 34 The Contractor shall comply with all Laws applicable to the safety of persons or property Damage injury or loss to property caused by the Contractor Subcontractor or anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable shall be remedied by the Contractor 6 35 The Contractor shall be solely responsible for initiating maintaining and supervising all safety precautions and programs in connection with the Work 6 36 The Contractor shall designate a qualified and experienced safety representative whose duties and responsibilities shall be the prevention of accidents and the maintenance and supervision of safety precautions and programs This person shall be the Contractor s project superintendent unless otherwise designated in writing by the Contractor to the Port 6 37 The Contractor shall report promptly in writing to the Port al
139. ations and implementing stop work orders issued by the Port Labor and Material 6 4 6 5 6 6 6 7 6 8 Rev 05 14 The Contractor shall provide competent suitably qualified personnel to survey and lay out the Work and to perform construction as required by this Contract The Contractor shall at all times maintain good discipline and order at the site The Contractor shall give not less than 24 hours notice to the Port if work is to be performed outside normal day shift hours or on Saturday Sunday or any legal holiday Emergency conditions relating to safety or protection of persons or property are valid exceptions to such notice Specific work hour restrictions may be described in the Supplementary Conditions or Division 1 Unless otherwise specified the Contractor shall furnish for the execution required testing initial operation and completion of the Work all necessary material labor transportation construction equipment and machinery tools appliances fuel power light heat telephone water sanitary facilities and all other facilities and incidentals All material incorporated into the Work shall be new except as otherwise provided in this Contract Products containing asbestos or other hazardous material as defined by ORS 466 605 shall be used only with the Port s prior written approval If required by the Port the Contractor shall furnish satisfactory evidence that the kind and quality of material and equipm
140. atus meetings weekly biweekly etc at no additional cost to the Port at which the Contractor shall provide the required information Review of Monthly Update Report 1 The Port will review the monthly report and respond within 7 days after receipt 2 If necessary the Contractor shall resubmit within 7 days of receipt of review comments Applications for Payment Submission of monthly schedule updates shall accompany applications for progress payments and will be a condition of payment CONSTRUCTION PROGRESS DOCUMENTATION S PDX 13D 056 DIV 01 013200 DOC 013200 3 3 3 3 4 3 5 3 6 3 7 3 8 PROGRESS MEETING SCHEDULES During on site construction at each progress meeting the Contractor shall provide a one week back and three week forward activity schedule This schedule shall be in Gantt bar chart form and include but not be limited to reporting of the following 1 Detailed listing of specific work items duration of work items actual work hours resources to be used in accomplishing work items work area closing and opening dates and times operational impacts and other pertinent items 2 The weekly progress meeting schedules shall be submitted not less than 24 hours in advance of the scheduled progress meeting SCHEDULE MONITORING If the progress of critical path activities falls behind the time lines shown on the latest accepted version of the CPM schedule by 7 days the Contractor shall document the mea
141. b SSR Roof System tested and certified to meet Underwriters Laboratories UL 90 wind uplift rating 1 Panels tested in accordance with U S Corp of Engineers ASTM E 1592 2 Panels fastening meeting uplift requirements based on tested fastener values with appropriate Safety Factors 3 Purlin strength with SSR roof panel determined and tested in accordance with AISI procedures All loads code information must be obtained directly from the Authority Having Jurisdiction 11 Sprinkler Loads Coordinate all sprinkler loads with supplier 1 4 SUBMITTALS A Submit under provision of Section 013300 Submittals STEEL BUILDING SYSTEM 4 14 2015 133419 2 S PDX 13D 056 CONSULTANT FINAL 133419 STEEL BUILDING SYSTEM DOCX B Design Data Provide detailed design criteria and calculations prepared by a licensed Oregon Professional Engineer C Shop Drawings Show building layout primary and secondary framing member sizes and locations cross sections and product and connection details D Information on manufactured products to be incorporated into the project E Selection Samples For each finish product specified two complete sets of color chips representing manufacturer s full range of available colors and patterns F Verification Samples For each finish product specified two 2 samples minimum size 6 inches square representing actual product color and patterns G Certificates Welder certifications 1 5 QUALITY
142. be adjusted to the then current rate on the anniversary of the Work Start Date 4 The hourly operating cost will be allowed for each hour that the equipment is in use The rate will be the monthly rate divided by 176 hours for single shift operations Hourly rates will be adjusted for two and three shift operations as recommended by the Rental Rate Blue Book GENERAL CONDITIONS Rev 05 14 007200 28 S MASTERS STANDARDCONTRACTDOCS GCS DOC Equipment attachments will be included in the rate only when deemed by the Port to be essential to the Work When multiple attachments are approved for use tractor with ripper dozer or tractor with loader and backhoe etc and the attachments are being used interchangeably only the one attachment having the higher rate will be eligible for payment Standby time when ordered by the Port will be paid as follows One third of the total rate established in Items 10 4 C 4 and 10 4 C 5 above rounded to the nearest 10 cents Standby rates which are calculated at less than one dollar per hour will not be paid No more than 8 hours of standby will be paid during a 24 hour period No more than 40 hours of standby will be paid during a one week period In the event of breakdown or shutdown by order of the Port of part or all of the equipment being used payment for such equipment that is idled shall cease Labor that is idled and cannot be diverted to other Work will be paid through the one half shift during wh
143. believe the small business es listed meet the project goal L1 YES ONO Authorized Signature Date ATTACH DOCUMENT 004337 CONFIRMATION OF PARTICIPATION from each small business listed above confirming that it will participate in the contract as provided in the bidder s commitment above SEE THE SUPPLMENTARY INSTRUCTIONS TO BIDDERS for further information about requirement of bidders to submit evidence of good faith efforts upon request of the Port 4 14 15 SMALL BUSINESS GOAL COMPLIANCE REPORT S PDX 13D 056 FTEND DOC 004336 1 DOCUMENT 004337 CONFIRMATION OF PARTICIPATION Submit from each small business listed on the Small Business Goal Compliance Report Enter NONE if there are no small businesses committed to the project Solicitation No Project Title Bidder Name Address City State Zip Small Business Name Address City State Zip Certification State circle one OREGON WASHINGTON Certification No Contact person Name Phone Estimated dollar amount of the work Description of work to be performed CONFIRMATION The above named small business confirms to the Port of Portland for purposes of the bidder s Small Business Goal Compliance Report that the small business will participate in the bidder s contract with the Port of Portland for the project identified above in the estimated dollar amount and for the work described above By
144. bid shall be accompanied by bid security The security shall be a certified or cashier s check an irrevocable letter of credit or a bid bond made payable to the Port of Portland Checks shall be drawn on a United States bank Irrevocable letters of credit shall be issued by a bank as defined in ORS 706 008 Bid bonds shall be executed by a surety company licensed to do business in the State of Oregon The amount of the check letter of credit or bond shall be equal to at least 10 percent of the total amount bid The check letter of credit or bond will INSTRUCTIONS TO BIDDERS 1 4 2015 002100 2 S MASTERS STANDARDCONTRACTDOCS IBS DOC 8 2 8 3 be held by the Port as security and a guaranty that the bidder will execute the Agreement give satisfactory evidence of insurance and furnish a 100 percent performance bond and a 100 percent labor and material payment bond The Port may retain the bid security of the three lowest responsive bidders until all bids are rejected the fully executed Agreement is delivered to the successful bidder or expiration of the bids at which time the bid security of all bidders will be promptly returned The bid security of those other than the three lowest responsive bidders will be returned promptly following bid opening ARTICLE 9 EXECUTION OF BID 9 1 9 2 9 3 9 4 9 5 9 6 Bids shall be on the bid form provided to prospective bidders When the bid form provides for writing the bid
145. ble for use with supporting structure Fabricate and space anchoring devices as shown and as required to provide adequate support for intended use Cut reinforce drill and tap metal fabrications as required to receive finish hardware and similar items Galvanizing Provide a zinc coating for those items shown or specified to be galvanized as follows 1 ASTM A123 for galvanizing iron and steel products 2 ASTM A153 for galvanizing iron and steel hardware 3 ASTM F2329 for galvanizing fasteners METAL FABRICATIONS S PDX 13D 056 CONSULTANT FINAL 055000 METAL FABRICATIONS DOCX 055000 3 2 3 METAL FABRICATIONS Rough Hardware 1 Furnish bent otherwise custom fabricated bolts plates anchors hangers dowels and other steel and iron shapes as required 2 Manufacture or fabricate items of sizes shapes and dimensions required Steel Grating 1 Use materials of the size thickness shown if not shown of the size recommended by NAAMM tables for 100 pounds per square foot live load with 1 2 inch maximum deflection Work to the dimensions shown using proven details of fabrication and support 2 Metal Bar Grating Comply with ANSI NAAMM A202 1 Metal Bar Grating Manual except where more stringent requirements are specified 3 Steel Gratings Welded steel bar type with plain surface Hot dip galvanize after fabrication 4 Notching of bearing bars at supports to maintain elevations will not be
146. breaker and tagging the conductor 5 Providing the personnel responsible for attaching tags and locks with a mobile telephone An example of an approved lockout tag will be provided to be used by the electrician responsible for the work being performed and for installing and removing the lock and tag The electrician shall attach the tag to the lockout device using a tie string or wire indicating the following The electrician s name company time of lockout mobile telephone number estimated time the circuit can be energized and who authorized the outage The individual responsible for signing the tag shall be required to remove the lock and unless the circuit has been approved for an extended outage that person shall remain on site until all related work is completed and the tags and locks are removed No one else shall be allowed to remove them even if told to do so Where shift work is in progress he can remove his tag and the responsible individual on the next shift shall immediately install his tag DEMOLITION Remove or relocate electrical wiring equipment luminaires etc as encountered in existing area affected by this work Wiring which serves usable existing outlets shall be restored and routed clear of the construction or demolition Cable and conduit to be demolished shall be removed at the exterior of the structure and terminated at the point where it exits the exterior wall from the interior COMMON WORK RESULTS FOR 4 14 20
147. business enterprise MBE certified women owned business enterprise WBE certified emerging small business ESB and certified disadvantaged business enterprise DBE A listing of certified firms is available on the OMWESB and the OMWBE websites at http www oregon4biz com certification and http www omwbe wa gov certification SMALL BUSINESS PARTICIPATION GOAL A small business participation goal is defined as the percentage of the total amount bid excluding additive alternates if any required to be performed by small businesses for a specific contract When calculating whether the goal has been met bidders should carefully review Article 1 4 of these Supplementary Instructions to Bidders entitled Limitations on Counting Small Business Participation When a small business goal is stated in Document 004100 Bid Form the bidder must as described in more detail below either demonstrate its commitment to meet the goal by properly submitting Document 004336 Small Business Goal Compliance Report and Document 004337 Confirmation of Participation or upon request by the Port submit adequate evidence documenting that it made good faith efforts to meet the goal 1 Every bidder should complete the Small Business Goal Compliance Report and associated Confirmation of Participation forms The Small Business Goal Compliance Report and associated Confirmation of Participation forms should be submitted within two working hours of the da
148. changes to the original drawings b Changes to details shown on the original drawings Depths of foundations below the first floor d Locations and depths of underground utilities if different by more than 1 inch in depth or more than 1 foot in location e Changes to routing of piping and conduits if different by more than 1 foot from where shown f Changes to electrical circuitry g Actual equipment locations located to within 1 inch h Routing and size of ductwork piping and conduit located to within 1 inch 1 Locations of concealed internal utilities located to within 1 inch j Details not on original drawings 2 Completely and accurately redline contract drawings or shop drawings whichever is most capable of showing actual physical conditions Where shop drawings are redlined show cross reference on contract drawings location 3 All attached documents to the redline drawings shall reference original drawings and sheet numbers 4 Redline important additional information which was either shown schematically or omitted from original drawings 5 Note construction contract change numbers alternate numbers change order numbers RFI numbers and similar identification 6 Accurately record information in an understandable drawing technique 7 Record data as soon as possible after it has been obtained In the case of concealed installations record and check the redline prior to concealment B Store th
149. condition d any breach violation or nonperformance of any of the Contractor s obligations under this Contract e any damage caused by the Contractor or the Contractor s employees agents Subcontractors or suppliers on or to Port property Nothing in the foregoing shall be deemed to require any indemnity made void by ORS 30 140 Prevailing Wage Rates 6 55 The Contractor shall comply with the prevailing wage rate requirements of ORS 279C 800 to 279C 870 The existing prevailing rates of wage which may be paid to workers in each trade or occupation required for this Work and employed in the performance of this Work by the Contractor a Subcontractor or any other person doing or contracting to do all or any part of the Work may be obtained from BOLI s web site at www boli state or us The wage rates and amendments in effect at the time this project is advertised are the rates that shall apply for the duration of the Work B Workers in each trade or occupation required for this Work and employed in the performance of this Work by the Contractor a Subcontractor or any other person doing or contracting to do all or any part of the Work shall be paid not less than the minimum hourly rate of wage specified in the foregoing paragraph The Contractor shall ensure that each subcontract includes a provision that workers shall be paid not less than the minimum hourly rate of wage specified in the foregoing paragraph For projects subject
150. corrosive metal as recommended by roof accessory manufacturer Match finish of exposed fasteners with finish of material being fastened Provide nonremovable fastener heads to exterior exposed fasteners C Elastomeric Sealant ASTM C 920 polyurethane sealant of type grade class and use classifications required to seal joints in sheet metal flashing and trim and remain watertight 2 3 ROOF HATCH ACCESSORIES A Ladder Safety Post Manufacturer s standard ladder safety post Post to lock in place on full extension Provide release mechanism to return post to closed position 1 Height 42 inches above finished roof deck 2 Material and Finish Steel tube baked enameled 3 Diameter Pipe with 1 1 2 inch square tube B Safety Railing System Manufacturer s standard complete system including rails clamps fasteners safety barrier at railing opening and all accessories required for a complete installation 1 Height 42 inches above finished roof deck 2 Pipe or Tube 1 1 4 inch ID galvanized pipe or 1 5 8 inch OD galvanized tube 3 Flat Bar 2 inch high by 3 8 inch thick galvanized steel 4 Chain Passway Enclosure Galvanized proof coil chain with quick link on fixed end 5 Self Latching Gate Fabricated of same materials and rail spacing as safety railing system Provide manufacturer s standard hinges and self latching mechanism 6 Pipe Ends and Tops Covered or plugged with weather resistant material 7 Provide weep holes
151. cost for each Secured Area Sterile Area AOA or General Aviation badge application denied will be deducted from any payments due Report lost PDX security badges to the PDX Security Badging Office and or Port police immediately The charge for replacement of a lost PDX security badge is 50 for the first occurrence 75 for the second and 100 for the third Any person who loses three PDX security badges will not be eligible to obtain additional badges Prior to final acceptance of the work the Contractor shall return all PDX security badges to the PDX Security Badging Office and obtain written acknowledgement from the PDX Security Badging Office of their return Submit a copy of the written acknowledgement to the Port construction contract manager At final acceptance of the work 500 will be deducted from the final payment for each PDX security badge not returned to the PDX Security Badging Office Employees of Contractors who are continuously working on multiple airport projects without a break in service may keep their PDX security badges from project to project PDX security badges are deactivated on the expiration date of each project Personnel changing projects will not be required to repeat the Port training class if they have received security badge training and they have not been without a PDX security badge for more than 30 days unless a change in one or more endorsement icon is requested Security and endorsement icon training is vali
152. ct REPORT PERIOD Indicate the time period being reported PRIME CONTRACTOR APPRENTICE HOURS Indicate the total hours worked by apprentices employed by the prime Contractor SUBCONTRACTOR S APPRENTICE HOURS Indicate the total hours worked by apprentices employed by Subcontractors 10 PRIME CONTRACTOR JOURNEYMAN HOURS Indicate the total hours worked by apprentices employed by the prime Contractor s journeyman 11 SUBCONTRACTOR S JOURNEYMAN HOURS Indicate the total hours worked by apprentices employed by Subcontractors journeymen REV 2 06 S MASTERS FORMS GCS 8_MONTHLYWORKFORCEREPORT DOC 1 1 1 2 1 3 1 4 4 14 15 DOCUMENT 007300 SUPPLEMENTARY CONDITIONS GENERAL These supplements modify delete from or add to the General Conditions Where an article paragraph or clause of the General Conditions is modified or deleted by these supplements the unaltered provisions of that article paragraph or clause remain in effect INCREASED LIABILITY INSURANCE See General Conditions Item 5 4 Delete the first sentence and replace with The Contractor shall maintain liability coverages in the amounts set forth below See General Conditions Item 5 4 A Delete the first sentence and replace with The Contractor shall maintain commercial general liability insurance in an amount not less than 2 000 000 to protect against liability for bodily injury and property damage which may arise out of the Contractor s
153. ct with or accumulation of precipitation unless otherwise approved by the Port C Large Containers 20 Gallons or More 1 4 14 2015 Store containers of hazardous liquids on an impervious surface 1 concrete asphalt or field erected system heavy plastic ground sheeting capable of withstanding normal wear and tear from construction equipment and other traffic throughout the course of the work and inside or under cover in a location that does not have any storm drain inlets or floor drains within 50 feet of the storage location For containers of liquids that are not or cannot be stored inside a structure equip the storage area with some form of secondary containment Acceptable secondary containment devices may include but are not limited to a Field constructed secondary containment area such as a perimeter berm with impervious interior surface or ENVIRONMENTAL CONSTRUCTION CONTROLS S PDX 13D 056 DIV 01 015719 DOC 015719 3 b Movable pallet systems with integrated secondary containment and covers these systems are available in one two and four drum capacities Secondary containment systems shall have sufficient capacity to contain 10 percent of the total volume of hazardous material containers stored or 110 percent of the volume of the largest container whichever volume is greater Dispense from liquid filled containers using a manually operated pump Do not dispense from gravity feed spigots Containers
154. ctor are not restricted by the amounts given in the cash flow schedule However revised work progress and cash flow schedules will be required if amounts paid as monthly progress payments differ greatly from the amounts estimated D Prior to commencement of work the Contractor shall submit the contractor safety information form for safety planning purposes The Port expects that the Contractor will abide by all Oregon OSHA requirements and the Contract Documents to provide for the safety of the Contractor s employees Port employees tenants and the general public Work performed by Subcontractors shall be on the form The Contractor shall also include applicable company policies procedures or plans Material safety data sheets MSDS for GENERAL CONDITIONS Rev 05 14 007200 4 S MASTERS STANDARDCONTRACTDOCS GCS DOC chemical products introduced to Port premises shall not be submitted with this information but shall accompany the Contractor on site and be available to the Port upon request 2 8 Inthe case of a lump sum agreement or lump sum bid items the Contractor shall no later than one week after receipt of the Notice to Proceed submit to the Port a detailed breakdown of the amount of each item used in the compilation of the bid The breakdown format shall be sufficiently detailed to meet the approval of the Port and to serve as the basis for progress payment requests The detailed breakdown may be used in the compilation of Change Ord
155. cyclable waste materials trash and debris C Provide or more appropriately marked containers or bins for collecting and managing recyclable waste until it is removed from the work site 1 Post list of acceptable and unacceptable materials at each container and bin 2 Inspect containers and bins for contamination and remove contaminated materials if found END OF SECTION 017419 CONSTRUCTION WASTE RECYCLING 4 14 2015 017419 2 S PDX 13D 056 DIV 01 017419 DOC APPLICATION NO AY PORT OF PORTLAND PAGE OF SITE WASTE RECYCLING CONTRACTOR PROJECT TITLE PROJECT NO LOCATION Initial Pre Construction Estimate Monthly Report from to 20 Project Summary MATERIAL SUMMARY Collected Collected for Not for offsite salvage Collected for generated at recycling disposal Destination RECYCLED MATERIAL this site tons tons tons facility name and location Comments C i tals ferro rr components For closeout project summary include copies of documentation receipts bills of lading etc with this report e Es ud _ o oe oo o oou o o LLL oT y orrugated cardboard ee bo bt E ocn oclo Signature of Waste Coordinator Certifying Title Date Accuracy of this Report Print Name Contact Telephone Number See reverse for instructions and additional information 4 14 2015 CONSTRUCTION WASTE RECYCLING S APDX 13D 056 DIV 01 017419 DOC 017419 3 INSTRUCTIONS
156. d CLEANING Remove spilled splashed or spattered paint Do not mar surface finish of item being cleaned 4 14 2015 S PDX 13D 056 CONSULTANT FINAL 099 100 PAINTING DOCX C Leave storage space clean and in condition required for equivalent spaces in project D Produce a satisfactory finish by painting or repainting as directed surfaces from which paint spatters cannot satisfactorily be removed 3 6 PAINTING SCHEDULE A Architecturally Exposed Structural Steel 1 Touch up primer 2 Provide two coats of water based gloss enamel 3 Water Based Gloss Enamel As listed in the Oregon Council PDCA Revised Table of Products 4 Colors See color schedule 5 Provide two coats with total dry film thickness not less than 4 0 mils B Other Exterior Metalwork l Same system as architecturally exposed structural steel except reduce gloss as directed 2 Apply to a Ladders gratings stairs railings bollards and equipment stands b Metal doors and frames Rooftop mechanical and electrical items whether prefinished not d Electrical panels wireways and weatherproof electrical outlets e Paint other exterior metalwork items work of this article is not limited to the items listed above C Take special care to keep the items scheduled for No Finish clean finish not required END OF SECTION 099100 4 14 2015 PAINTING S PDX 13D 056 CONSULTANT FINAL 099 100 PAINTING DOCX 099100 7 S
157. d for general compliance with this Contract It will not extend to means methods sequences techniques or procedures of construction nor will it extend to safety precautions or programs related thereto or to the assembly in which an item functions 6 46 The Contractor shall make any corrections required by the Port and proceed according to the Port s stamp and directions The Contractor shall return the required number of corrected copies of submittal information and resubmit new Samples for review The Contractor shall direct specific Rev 05 14 GENERAL CONDITIONS S MASTERS STANDARDCONTRACTDOCS GCS DOC 007200 19 6 47 6 48 6 49 6 50 attention in writing to revisions other than the corrections called for by the Port on previous submittals The Contractor s stamp of approval on any submittal shall constitute a representation to the Port that the Contractor has 1 determined and verified all quantities dimensions field construction criteria material catalog numbers and similar data or assumes full responsibility for doing so and 2 has reviewed and coordinated each Shop Drawing Product Data Maintenance Data or Sample with the requirements of this Contract When submission of a Shop Drawing Product Data Maintenance Data or Sample is required by this Contract no related Work shall be commenced until the submittal has successfully completed the review process The Port s review of a submittal shall not relieve the
158. d defective paint down to sound surface using scraper sandpaper or wire brush as necessary Clean rusted surfaces down to bare metal 3 Feather edges of sound paint by grinding 4 Where areas of bare metal are exposed prime with anti rust primer recommended for this exposure G Galvanized Steel and Aluminum Surfaces 1 Clean surface with solvent to remove oily residue Dry with clean cloth 2 Prime with anti rust 2 coat primer system recommended for this exposure H For surface preparation of other materials not specifically noted provide appropriate primers and cleaning agents 3 3 SURFACE PREPARATION EXISTING SURFACES A For surfaces damaged during construction or indicated as being re painted Remove existing loose blistered scaled or crazed finish to bare base material surface Where new work joins existing work prepare existing surfaces extending to the nearest break in the plane Wash surfaces with Port approved cleaner and water or other solution as permitted 1 Prevent impaired bond or bleed through by removing accumulated films of wax oil grease smoke or other foreign matter 2 After washing rinse with potable water and let thoroughly dry B High Gloss and Semi Gloss surfaces Wash and rinse as noted above then wipe with liquid de glosser or other acceptable preparation compound C J Existing Painted Ferrous Metal 1 Remove rust and loose paint to bare metal solvent wash and prime as specified for new w
159. d for a maximum of 2 years Contact the PDX Security Badging Office for additional guidance If the Contractor fails to comply with any PDX security badge regulations described herein the Port may stop the work until compliance is attained The Contractor will also be subject to any fines levied against the Port as described in Article 1 9 Remedies of the Port Upon Violation of Regulations Referenced or Contained in this section as a result of his failure to comply AIRPORT SECURITY SAFETY AND OPERATING REGULATIONS 4 14 2015 013513 8 S PDX 13D 056 DIV 01 013513 DOC 1 5 CONSTRUCTION KEYS A Non Security Keys 1 Non security keys unlock doors or gates that do not provide direct access to any part of the Restricted Area or any area with critical infrastructure components as determined by the Port 2 To receive a non security key the Contractor shall follow the same process as for security keys B Security Keys l Security keys unlock doors or gates providing direct access to any part of the Restricted Area or any area with critical infrastructure components as determined by the Port 2 Security keys providing direct access to any part of the Restricted Area will be issued only to those persons in possession of valid PDX security badges which authorize unescorted access to that area C X Application for Construction Keys 1 At the pre construction meeting the Contractor shall submit the estimated number of keys necess
160. d which will establish the dates by which the Contractor is required to attain substantial completion and final acceptance of the work If all of the documents are not provided within 10 days the Port may extend the Notice to Proceed date or reduce the contract duration period as described in the Instructions to Bidders The surety company requested to issue the performance bond and labor and material payment bond will be The bidder hereby authorizes said surety to disclose to the Port any information concerning the bidder s ability to supply the required bonds The bidder agrees to comply with the requirements of ORS 279C 800 to 279C 870 governing the prevailing wage rates The bidder acknowledges that this bid takes into account the public works bond that the successful bidder generally must file with the Construction Contractors Board and that the bidder will be entitled to no compensation in addition to the bid price on account of that bond A small business participation goal of 12 50 percent of the total amount bid excluding additive alternates if any has been established for this Contract This Contract will be awarded to the lowest responsive and otherwise responsible bidder who either demonstrates its commitment to meet the goal by properly submitting the Small Business Goal Compliance Report and associated Confirmation of Participation forms or who upon request by the Port submits adequate evidence that it made good faith efforts
161. de all arguments and evidence in support of the protest Testimonial evidence may be submitted by affidavit The Port may investigate as it deems appropriate in reviewing the protest and will issue a written response to the protest The Port may proceed with contract award execution and performance while a protest is pending END OF DOCUMENT INSTRUCTIONS TO BIDDERS 1 4 2015 002100 6 S MASTERS STANDARDCONTRACTDOCS IBS DOC SUBSTITUTION REQUEST TO PROJECT SPECIFIED ITEM SECTION PAGE PARAGRAPH DESCRIPTION PROPOSED SUBSTITUTION Attached data includes product description specifications drawings photographs performance and test data adequate for evaluation of request Applicable data is clearly identified Attached data also includes description of changes to Contract Documents the proposed substitution requires for proper installation Undersigned certifies following items unless modified by attachments are correct 1 Proposed substitution does not affect dimensions shown on drawings 2 Undersigned will pay for changes to building design including engineering design detailing and construction costs caused by proposed substitution 3 Proposed substitution has no adverse effect on other trades construction schedule or specified warranty requirements 4 Maintenance and service parts available locally or readily obtainable for proposed substitution Undersigned further certifies the function appearance and qual
162. diator either party may apply to the Presiding Judge Multnomah County Circuit Court for appointment of a mediator The parties shall share equally in the fees and costs of the mediator Mediation shall be at Portland Oregon unless the parties agree otherwise If a dispute is not resolved by mediation the parties may but are not required to agree to submit the dispute to binding arbitration The parties shall agree upon a single arbitrator the applicable rules for arbitration and the time and place of arbitration GENERAL CONDITIONS Rev 05 14 007200 40 S MASTERS STANDARDCONTRACTDOCS GCS DOC 15 5 If a dispute cannot be resolved by mediation and the parties do not agree to submit the dispute to arbitration either party may file a lawsuit to resolve the dispute in a court with proper jurisdiction located in Multnomah County Oregon 15 6 Should any lawsuit arbitration or other action be commenced in connection with any dispute arising out of this Contract the prevailing party shall be entitled to recover its costs and disbursements investigation costs and fees expert witness costs and fees and attorney costs and fees as the court or arbitrator may adjudge reasonable incurred in connection with such dispute before trial or arbitration at trial or arbitration upon any motion for reconsideration upon any appeal or petition for review and upon any collection efforts or proceedings 15 7 Except to the extent performance may be legal
163. dination In the event of interruption to field located utility services as a result of the work promptly notify the Port first and then the proper authority Cooperate with said authority in restoring service as promptly as possible If required the Contractor shall install suitable temporary service until permanent repair is completed and bear the cost of repair and temporary service Unless noted as abandoned expose utilities only by hand excavation EXECUTION REQUIREMENTS S PDX 13D 056 DIV 01 017000 DOC 017000 1 G Notify the Port of all utilities exposed Do not disrupt or cut utilities until identified and the Port has approved the cut Repair damages that result from execution of the work at no cost to the Port Repairs shall be subject to approval of the Port END OF SECTION 017000 EXECUTION REQUIREMENTS 4 14 2015 017000 2 S PDX 13D 056 DIV 01 017000 DOC SECTION 017419 CONSTRUCTION WASTE RECYCLING PART 1 GENERAL 1 1 A 1 2 1 3 1 4 4 14 2015 DESCRIPTION This section describes recycling goals for construction and demolition work on Port property The Contractor shall salvage reuse recycle compost mulch or use for energy recovery as many construction demolition and yard waste materials as is feasible and cost effective The Contractor shall coordinate all salvaging and recycling operations Unless specified elsewhere in this contract salvaged and or recycled material shall be removed
164. doors Slot vertical sections of track spaced 2 inches apart for door drop safety device SECTIONAL DOORS 4 14 2015 083613 4 S PDX 13D 056 CONSULTANT FINAL 083613 SECTIONAL DOORS DOCX 2 7 2 8 4 14 2015 a For Vertical Track Continuous reinforcing angle attached to track and attached to wall with jamb brackets b For Horizontal Track Continuous reinforcing angle from curve in track to end of track attached to track and supported at points by laterally braced attachments to overhead structural members Weatherseals Replaceable adjustable continuous compressible weather stripping gaskets of flexible vinyl rubber or neoprene fitted to bottom and top of sectional door unless otherwise indicated Windows Manufacturer s standard window units of type size and in arrangement indicated Set glazing in vinyl rubber or neoprene glazing channel for metal framed doors and elastic glazing compound for wood doors as required Provide removable stops of same material as door section frames HARDWARE General Heavy duty corrosion resistant hardware with hot dip galvanized stainless steel or other corrosion resistant fasteners to suit door type Hinges Heavy duty galvanized steel hinges of not less than 0 079 inch nominal coated thickness at each end stile and at each intermediate stile according to manufacturer s written recommendations for door size Attach hinges to door sections through stiles and rails with bolt
165. dvised and made efforts to assist interested small businesses in obtaining bonding lines of credit or insurance required by the Port or the bidder 9 The bidder s efforts to obtain small business participation were reasonably expected to produce a level of participation sufficient to meet the goals of the Port and 10 The bidder used the services of minority community organizations minority contractor groups local state and federal minority business assistance offices SUPPLEMENTARY INSTRUCTIONS TO BIDDERS S PDX 13D 056 FTEND DOC 002200 2 and other organizations identified by the State of Oregon s Advocate for Minority Women and Emerging Small Business that provide assistance in the recruitment and placement of small business enterprises If the bidder rejects a small business s bid as unsatisfactory based on price alone the Port will presume such rejection to be unreasonable if 1 The rejected small business s bid is no more than a 20 percent higher than the lowest bid received for the same type of work if the lowest bid for that type of work is less than 100 000 b 15 percent higher than the lowest bid received for the same type of work if the lowest bid for that type of work is between 100 000 and 200 000 10 percent higher than the lowest bid received for the same type of work if the lowest bid for that type of work is between 200 000 and 300 000 d 5 percent higher than the lowest bid received
166. e surfaces Examine surfaces scheduled to receive paint and finishes for conditions that will adversely affect execution permanence or quality of work and which cannot be put into an acceptable condition through preparatory work as specified Correct unsatisfactory conditions Proceed with surface preparation and coating application only after conditions are suitable SURFACE PREPARATION Do not apply finishes until surfaces are dry and clean and in proper condition to receive finish In addition to painting specified sand and patch prime coats specified under other sections Perform preparation and cleaning procedures in accordance with coating manufacturer s instructions for each substrate condition Remove hardware and accessories machined surfaces plates lighting fixtures and similar items in place and not to be finish painted or provide surface applied protection Reinstall removed items 4 14 2015 S PDX 13D 056 CONSULTANT FINAL 099 100 PAINTING DOCX E Plaster and Wallboard Materials 1 Test plaster with one percent solution of phenolphalein in alcohol for dryness and excess acid Treat excess lime with zinc sulfate solution after observation 2 Rake cracks scratches and abrasions Fill with thin layers of patching plaster or joint cement as appropriate 3 Sand smooth do not raise nap of paper on wallboard F Ferrous Metal Surfaces 1 Remove dirt and grease with mineral spirits 2 Remove dust mill scale an
167. e Contractor s redline drawings in the field office apart from contract documents used for construction Do not permit redline drawings to be used for construction purposes Maintain redline drawings in good order and in a clean dry legible condition C The Contractor s redline drawings shall be available at all times for inspection by the Port D As a condition of final acceptance submit the final redline drawings in both electronic and hardcopy format for Port review and approval Revise and resubmit any items noted as deficient 1 10 APPRENTICE UTILIZATION PROGRAM A the Supplementary Conditions for submittals required under the Port s apprentice utilization program 1 11 OTHER SUBMITTALS A Other submittals include but are not limited to Section 013200 1 2 3 1 3 2 3 3 3 5 3 7 013513 14 1 5 014500 1 2 015000 14 1 13 015719 1 2 1 4 1 6 1 7 SUBMITTAL PROCEDURES 4 14 2015 013300 6 S PDX 13D 056 DIV 01 013300 DOC 017000 1 3 017419 1 3 017700 1 1 1 4 1 5 055000 1 3 074100 14 076200 14 077200 1 2 083613 12 085313 13 099100 1 3 2 2 133419 14 230529 13 230545 1 3 1 4 235523 1 2 260500 3 8 END OF SECTION 013300 4 14 2015 SUBMITTAL PROCEDURES S A PDX 13D 056 DIV 01 013300 DOC 013300 7 GENERAL SUBMITTAL TRANSMITTAL FORM Please fill in all information as completely as possible One submittal type per form Highlighted areas are information necessary for documents sent to the Technical Refe
168. e Port s Contracts and Procurement Office Contractor Application for Evaluation The application for evaluation of equal or substitute items shall be made using the forms provided by the Port These forms may be copied Port s Evaluation Within 10 days the Port will evaluate each application for equal and substitute items The Port will be the sole judge of acceptability No equal or substitute item shall be ordered installed or utilized until the Port s evaluation is complete which will be evidenced by either a Change Order for a substitute or an approved submittal for an equal The Port will advise the Contractor in writing of any negative determination Substitute Construction Methods or Procedures Value Engineering If a specific means method technique sequence or procedure of construction is shown or indicated in and expressly required by this Contract the Contractor may furnish or utilize a substitute means method technique sequence or procedure of construction approved by the Port The Contractor shall submit sufficient information to allow the Port in the Port s sole discretion to determine that the substitute proposed is equivalent to that expressly called for by this Contract The procedure for evaluation by the Port will be similar to that provided for substitute items The Port will record time required by the Port and the Port s consultants in evaluating the substitute proposed by the Co
169. e Port may at the Port s sole option arrange therefor and any administrative costs and premium incurred shall be reimbursed by the Contractor ARTICLE 6 CONTRACTOR S RESPONSIBILITIES Administration and Supervision 6 1 6 2 6 3 The Contractor shall supervise and direct the Work competently and efficiently applying the skills and expertise as may be necessary to perform the Work in accordance with this Contract The Contractor shall be solely responsible for the means methods techniques sequences and procedures of construction The Contractor shall be responsible for seeing that the finished Work complies accurately with this Contract The Contractor shall provide a competent project superintendent at the site at all times during work progress The superintendent shall be responsible for oversight of the work being performed by the Contractor and his Subcontractors The project superintendent shall not be replaced without written notice to the Port If the Contractor s Representative is not available for project administration the superintendent shall have the authority to receive direction from the Port on behalf of the Contractor All communications given to the superintendent shall be as binding as if given to the Contractor This authority shall include but not be limited to receipt of Port issued documentation taking action on Port direction not involving changes to this Contract taking direct action in emergency situ
170. e and replace it with Work that meets the Contract requirements If the Contractor does not promptly comply with the terms of such instructions or in an emergency where delay would cause serious risk of loss or damage the Port may have the Defective Work corrected or removed and replaced and all direct and indirect costs of such correction or removal and replacement including compensation for additional professional services shall be paid by the Contractor or the Contractor s surety Rev 05 14 GENERAL CONDITIONS S MASTERS STANDARDCONTRACTDOCS GCS DOC 007200 33 Port May Correct Defective Work 12 7 If the Contractor fails within 3 days after written notice from the Port to proceed to correct or to remove and replace Defective Work as required by the Port or if the Contractor fails to perform the Work in accordance with this Contract including any requirements of the work progress schedule the Port may correct and remedy any such deficiency In exercising the rights under this paragraph the Port will proceed expeditiously To the extent necessary to complete corrective and remedial action the Port may 1 exclude the Contractor from all or part of the site 2 take possession of all or part of the site 3 suspend the Contractor s services related thereto 4 take possession of the Contractor s tools appliances construction equipment and machinery at the site and 5 incorporate in the Work material stored at the site or for
171. e and federal regulations 2 In addition to that required by federal or state regulations the storage of containers containing hazardous waste shall be in accordance with the requirements described elsewhere in this section 3 Disposal of hazardous waste down any floor drain sink storm drain inlet onto the ground or into any water conveyance is strictly prohibited by state and federal law 4 Submit a monthly written report to the Port that provides a A complete inventory of all hazardous waste generated that month b The current inventory of Contractor generated hazardous waste stored on Port property and The date s the waste was placed into onsite storage 5 Keep all required hazardous waste documentation including but not limited to testing records inspection logs manifests and contingency plans onsite during the course of the work Upon request the Contractor shall make this information available to the Port 6 Loading and transportation of hazardous waste from Port property shall be in accordance with the requirements described elsewhere in this section ENVIRONMENTAL CONSTRUCTION CONTROLS 4 14 2015 015719 4 S PDX 13D 056 DIV 01 015719 DOC 1 8 VIOLATION OF STORM WATER SYSTEM REQUIREMENTS A The Contractor is responsible for reviewing Port Ordinance 361 Storm Water Regulation available at www portofportland com or from the Port upon request and the Port s Storm Water System Enforcement Rules adopted in
172. e bollards and landing at roof install roof to roof access ladder with landings at screen wall of upper roof area Install exhaust flue penetrations through metal panel roofing at all locations where existing exhaust flues penetrate exterior walls Clean detail and install fluid applied coating over the entire area of metal panel roofing Repair sectional doors and replace exterior windows b West Cargo Center 1 Remove and replace secondary exterior Z purlins supporting roof and screen wall at the gutter edges utilization of the existing building frame for jacking and temporary support will be permitted 2 Clean existing gutters of debris seal seams and install new downspouts and outlets in bottom of gutter 3 Fabricate and install ground based exterior roof access ladder with protective bollards and landing at roof install roof to roof access ladder with landings at screen wall of upper roof area 4 Clean detail and install fluid applied coating over the entire area of metal panel roofing 5 Repair sectional doors B The existing state prevailing rate of wage and if applicable the federal prevailing rate of wage required under the Davis Bacon Act 40 USC 3141 et seq apply to this work See the contract documents for more information C The work will require the Contractor his employees and subcontractors to obtain and display security identification badges 4 14 2015 S PDX 13D 056 DIV 01 011100 DOC SUMM
173. ea of an airport open and used by aircraft for taxiing takeoff and landing Aircraft or vehicle operations within this area require an air traffic control clearance Restricted Area RA All the areas within the perimeter fence including the SA and AOA are classified as Restricted Areas and access is limited to those personnel who possess and appropriately display PDX security badges issued in accordance with this ASP The GA is the only non SIDA portion of the RA Ramp Paved areas adjacent to runways and taxiways where aircraft are positioned for servicing or parking Secured Area SA The area around the terminal where aircraft operators enplane and deplane passengers and sort and load baggage and any adjacent areas not separated by adequate security measures The SA is designated as a SIDA AIRPORT SECURITY SAFETY AND OPERATING REGULATIONS 4 14 2015 013513 2 S PDX 13D 056 DIV 01 013513 DOC Security gate Any controlled securable opening in the security fence SIDA Security Identification Display Area 5 Security Threat Assessment STA The TSA process of verifying that an individual is not a threat to civil aviation security by checking the individual against various U S Department of Homeland Security records T Sterile Area The area in the terminal beyond the security screening checkpoints providing access to aircraft boarding gates and to which access is controlled by the TSA through the screening of persons and p
174. ecial permission from the Port TESTING Upon completion systems shall be tested to show the equipment installed operates as designed and specified free of faults and unintentional grounds Submit testing plans per Section 013300 for review prior to testing The system tests shall be set up for as many at one time as possible to work into construction phasing Tests shall be done in the presence of the Port and shall be scheduled 48 hours in advance A journeyman electrician with required tools shall be available to conduct all tests with or without the equipment factory representative present Systems to be tested shall include but not be limited to the following 1 High voltage distribution system 2 Low voltage distribution system 3 Lighting systems A written record of performance tests shall be compiled dated witnessed and submitted along with operating and maintenance data to the Port prior to substantial completion See other sections for possible testing requirements as they apply to those sections Notify the Port prior to testing COMMON WORK RESULTS FOR ELECTRICAL S PDX 13D 056 CONSULTANT FINAL 260500 COMMON WORK RESULTS FOR 260500 5 ELECTRICAL DOCX END OF SECTION 260500 COMMON WORK RESULTS FOR 4 14 2015 ELECTRICAL 260500 6 S PDX 13D 056 CONSULTANT FINAL 260500 COMMON WORK RESULTS FOR ELECTRICAL DOCX FOR PORT USE ONLY 2013D056 Location PDX Project No 101982 CARGO CENTER 4 1
175. ed submit a completed form that indicates both the TYPES and QUANTITIES to the nearest 0 5 ton of site materials that this site recycling reuse disposal tons tons Concrete were actually recy cled salvaged or disposed of throughout the entire project Do this by marking the appropriate columns for each Metals nU 10n iu material as shown Land clearing debris IN ADDITION include documentation Corrygated cardboard weight receipts bills of lading etc that Electronics and electrical components gue um pugil eniro a ED m gt Forms shall be filled out completely and legibly All amounts shall be reported in tons support the numbers you report CONSTRUCTION WASTE RECYCLING 4 14 2015 017419 4 S PDX 13D 056 DIV 01 017419 DOC SECTION 017700 CLOSEOUT PROCEDURES PART 1 GENERAL 1 1 A 1 2 1 3 1 4 1 5 AS CONSTRUCTED DRAWINGS Upon completion of the work and as a requirement of final acceptance submit to the Port a drawing set showing all as constructed changes and information See Section 013300 Submittal Procedures for requirements OPERATION AND MAINTENANCE MANUALS See Section 013300 Submittal Procedures for requirements CLEANUP Remove debris from the staging and work area s Thoroughly sweep paved areas prior to final acceptance Areas to be opened for aircraft operations shall be thoroughly swept clean and approved by the Port pr
176. ed for in the specifications or deemed necessary by the Port Prior to requesting acceptance tests the Contractor shall perform check tests monitoring of construction products methods and progress to assure work acceptability Include check testing costs in the price s bid no separate payment will be made for this work The Port will have the right to perform various types of tests at any time prior to formal acceptance This may include evaluation of line elevation or other analyses deemed necessary by the Port The Contractor shall allow sufficient time in his schedule to accommodate Port acceptance testing No separate payment will be made for delays or standby during this time Results of the Port s acceptance tests will be made known to the Contractor as soon as practical however it remains the responsibility of the Contractor to obtain the specified requirements at all times Any delay in advising the Contractor of test results shall not act as a waiver of this responsibility Acceptance tests which fail to meet the specified requirements may be re checked by the Port after the Contractor takes remedial action The cost of re checking shall be borne by the Contractor Furnish for approval or evaluation by the Port whenever requested samples of materials as directed These samples shall be completely representative of the materials or products proposed to be used in the work The results will be used as a basis for acceptance
177. ed off road vehicles and equipment used on the project site for three consecutive days or more shall be fueled with ultra low sulfur diesel This includes ENVIRONMENTAL CONSTRUCTION CONTROLS 4 14 2015 015719 6 S PDX 13D 056 DIV 01 015719 DOC vehicles with engine horsepower ratings of 50 HP and above and internal combustion engines used to power generators compressors and similar equipment The ULSD fuel shall contain no more than 15 parts per million sulfur If sufficient quantities of ULSD are not available or if the price of ULSD is at least 3 percent greater than diesel fuel with a sulfur content in excess of 15 parts per million the Port may allow the use of higher sulfur fuel Such exceptions will be made on a case by case basis B Fueling Operations 1 2 Do not top off vehicle tanks when fueling on Port property Where practicable fuel and liquid product dispensing shall be done over an impervious surface such as a concrete pad or field constructed temporary pad e g an aggregate pad with membrane bottom and side liner at least 50 feet from the nearest storm drain inlet drainage ditch surface water wetland or other drainage conveyance Install temporary impervious covers over storm drain inlets Provide storm drainage diversion away from drainage ditches surface water wetlands or other drainage conveyances C Equipment and Vehicle Maintenance Operations 1 Comply with requirements specified elsewhere in
178. eet performance requirements b Structural failures including excessive deflection water leakage and air infiltration Faulty operation of movable sash and hardware Deterioration of materials and finishes beyond normal weathering e Failure of insulating glass 2 Warranty Period a Window 10 years from date of Substantial Completion b Glazing Units 10 years from date of Substantial Completion eo PRODUCTS MANUFACTURERS Vinyl Windows 1 Basis of Design VPI Quality Windows Product Endurance PVC Series 2 Or pre bid approved by the Port Source Limitations Obtain vinyl windows from single source from single manufacturer VINYL WINDOWS 4 14 2015 085313 2 S PDX 13D 056 CONSULTANT FINAL 085313 VINYL WINDOWS DOCX 2 2 2 3 4 14 2015 WINDOW PERFORMANCE REQUIREMENTS Product Standard Comply with AAMA WDMA CSA 101 LS 2 A440 for definitions and minimum standards of performance materials components accessories and fabrication unless more stringent requirements are indicated 1 Window Certification WDMA certified with label attached to each window Performance Class and Grade AAMA WDMA CSA 101 I S 2 A440 as follows 1 Minimum Performance Class 2 Minimum Performance Grade 40 Thermal Transmittance NFRC 100 maximum whole window U factor of 0 29 Btu sq ft xh x deg F Solar Heat Gain Coefficient SHGC NFRC 200 maximum whole window SHGC of 0 33 Windborne Debris Resistance Capable of resi
179. em of electrical equipment to fit the available space and provide prompt notification prior to roughing in if conflicts appear Coordinate equipment to fit into the available spaces and coordinate access routes through the construction site PROTECTION Electrical work wire and cable materials and other equipment specified in this division shall be protected against damage by other construction activities weather conditions or any other causes as a part of this work Equipment found damaged or in other than new condition shall be rejected as defective GENERAL INSTALLATION METHODS All material and equipment shall be installed in accordance with the manufacturer s recommendations instructions and or installation drawings and in accordance with NEC and specifications Unless otherwise noted on the drawings all wiring in finished spaces shall be concealed Exposed conduit is acceptable only when and where prior specific authorization is obtained from Port If exposed conduit is installed it shall be parallel to structural lines Provide necessary rigid conduit sleeves openings and chases where conduits or cables are required to pass through floors ceilings or walls Seal all openings around conduits against leaks and in a manner to maintain the fire rating of the structure penetrated Prevent unnecessary cutting in connection with the finished work Make all repairs and seals in a manner acceptable to the Port COMMON WORK RESULTS F
180. en a small business participates in a contract count only the value of the work actually performed by the small business toward the small business goal 1 Count the entire amount of that portion of a construction contract or other contract not covered by paragraph A 2 of this section that is performed by the small business s own forces Include the cost of supplies and materials obtained by the small business for the work of the contract including supplies purchased or equipment leased by the small business except supplies and equipment the small business subcontractor purchases or leases from the prime contractor or its affiliate 2 Count the entire amount of fees or commissions charged by a small business firm for providing a bona fide service such as professional technical consultant or managerial services or for providing bonds or insurance specifically required for the performance of a 4 14 15 SUPPLEMENTARY INSTRUCTIONS TO BIDDERS S PDX 13D 056 FTEND DOC 002200 3 contract toward small business goals provided the fee is reasonable and not excessive as compared with fees customarily allowed for similar services 3 When a small business subcontracts part of the work of its contract to another firm the value of the subcontracted work may be counted toward small business goals only if the small business s subcontractor is itself a small business Work that a small business subcontracts to a firm that is not a small business does
181. en door is locked COUNTERBALANCE MECHANISM Torsion Spring Counterbalance mechanism consisting of adjustable tension torsion springs fabricated from steel spring wire complying with ASTM A 229 A 229M mounted on torsion shaft made of steel tube or solid steel Provide springs designed for number of operation cycles indicated Cable Drums and Shaft for Doors Cast aluminum or gray iron casting cable drums mounted on torsion shaft and grooved to receive door lifting cables as door is raised Mount counterbalance mechanism with manufacturer s standard ball bearing brackets at each end of torsion shaft Provide one additional midpoint bracket for shafts up to 16 feet long and two additional brackets at one third points to support shafts more than 16 feet long unless closer spacing is recommended by door manufacturer Cables Galvanized steel multistrand lifting cables match existing cable size for appropriate cable safety factor Cable Safety Device Include a spring loaded steel or spring loaded bronze cam mounted to bottom door roller assembly on each side and designed to automatically stop door if either lifting cable breaks Bracket Provide anchor support bracket as required to connect stationary end of spring to the wall and to level the shaft and prevent sag Bumper Provide spring bumper at each horizontal track to cushion door at end of opening operation MANUAL DOOR OPERATORS General Equip door with manual door operator by doo
182. ent provided meet Contract requirements Satisfactory evidence may include test reports The Contractor shall obtain documentation from distributors fabricators manufacturers and suppliers that provide instructions for the application cleaning connection erection installation and use of their products The Contractor shall follow these instructions unless more stringent requirements are provided in this Contract GENERAL CONDITIONS S MASTERS STANDARDCONTRACTDOCS GCS DOC 007200 9 6 9 All material provided and normally tested and labeled by an approved testing laboratory such as Underwriters Laboratories UL Canadian Standards Association CSA or by a similarly recognized third party approval authority shall be so labeled Pre Bid Approved Equals Equals and Substitutes 6 10 Whenever an item of material or equipment is specified or described in this Contract by using the name of a proprietary item or the name of a particular supplier the specification or description is intended to establish the type function appearance and quality required Unless the specification or description indicates that no substitution is permitted other items of material or equipment or material or equipment of other suppliers may be submitted to the Port for evaluation under the circumstances described below A Pre Bid Approved Equal Items Requests for evaluation of pre bid approved equal material products or se
183. equipment leaves Port property the Port emergency dispatch notification sign shall be removed prior to leaving 4 Tank farms on Port property 5 Asphalt or concrete plants on Port property RELEASE OF CONTAMINANTS Protect against the entry of petroleum products and other contaminants into a waterway including river stream slough wetland etc other drainage system including stormwater collection systems or overland to any drainage ditch or swale ENVIRONMENTAL CONSTRUCTION CONTROLS S PDX 13D 056 DIV 01 015719 DOC 015719 1 B Inthe event of a spill outside a containment area 1 Notify the Port immediately if a spill occurs or if contamination is discovered which indicates a release of petroleum products or other contaminants to the environment 2 Immediately contain and remove the spilled material 3 If contaminants enter a waterway immediately begin containment and cleanup C Notify the appropriate regulatory agencies and provide written follow up Submit to the Port copies of all reports written follow ups documentations and agencies responses D Allcleanup costs reporting requirements fines and fees shall be the sole responsibility of the Contractor 1 5 SPILL KITS A A clearly labeled spill kit shall be located within 50 feet of the following Fueling areas Liquid products storage and dispensing areas Hazardous materials storage areas Vehicle and equipment maintenance areas Tank farm areas
184. er prices when such breakdown is determined by the Port to be applicable and consistent with accepted construction practice 2 9 The Contractor shall no later than one week after receipt of the Notice to Proceed submit to the Port a breakdown of the payroll rates for each trade The Port may use this breakdown when evaluating Contract Price adjustments The breakdown shall include the base rate benefits payroll taxes and insurance 2 10 Before undertaking each part of the Work the Contractor shall carefully study and compare this Contract and check and verify pertinent figures shown therein and all applicable field measurements The Contractor shall promptly report in writing to the Port any Ambiguities that the Contractor may discover ARTICLE 3 CONTRACT DOCUMENTS Intent 31 This Contract is complementary what is called for by one element is as binding as if called for by all 3 2 Itisthe intent of this Contract to describe the complete Work Any labor material equipment or service that may be reasonably inferred from this Contract as being required to produce the intended result shall be supplied whether or not it is expressly specified 3 3 The Contractor is expected to read the entirety of the Contract Documents and to seek clarification from the Port of any Ambiguities found between among or within the Contract Documents Absent written clarification from the Port to the contrary the Contractor shall in resolving Ambiguitie
185. er valve closures of any type shall be submitted 3 business days in advance 1 Requests shall include a proposed shutdown plan indicating which valves will be closed how long each valve will be closed and the purpose of the closure Broken water lines or other water emergencies shall be reported to the PDX maintenance trouble line at 503 460 4683 and to the Port inspector DUST CONTROL If work includes general demolition or other activities that will create dust or blowing soil review the work plan with the Port prior to starting the work The work plan shall include all methods required to retain or control dust and soil so that they do not leave the immediate work site present health hazards or enter any public areas TEMPORARY FACILITIES AND CONTROLS S PDX 13D 056 DIV 01 015000 DOC 015000 1 B If conditions exist that cause dust or soil to become windblown or otherwise entrained in the air by vehicular traffic or equipment activities employ methods to control and abate nuisance dust conditions including but not limited to l Covering excavated graded disturbed areas or stockpiles with tarps or sheeting until removed from the site or finished in accordance with the contract documents 2 Cleaning sweeping or vacuuming areas to remove the dust source 3 Removing or relocating dust creating materials or activities to other areas that will eliminate the dust problem 4 Applying dust control agents such as water or water
186. ercent of any amount earned under this Contract until the certified statement has been filed The Port will pay the Contractor the amount retained within 14 days after the missing certified statement has been filed Failure of a Subcontractor to file a certified statement required under ORS 279C 845 will not trigger retainage under this paragraph Request for Progress Payment 13 2 Thirty days or more following the Work Start Date the Contractor may request the first monthly progress payment on Work completed by the date of the request The request shall be made on the Contractor s Request for Payment form form follows these General Conditions and shall be accompanied by supporting documentation required by this Contract Requests shall be signed by the Contractor and submitted to the Port for review GENERAL CONDITIONS Rev 05 14 007200 34 SAMASTERS STANDARDCONTRACTDOCS GCS DOC 13 3 progress payment requests except the first request shall include the Subcontractor Payment and Utilization Report and the Contractor s Waiver of Claims to Date stating that all of the Contractor s obligations to date relating to the Work have been paid forms follow these General Conditions 13 4 Material delivered and stored on site but not yet incorporated in the Work may be included in the request for progress payment subject to approval by the Port and the following A No payment will be made for material costing less than 50 000 total B
187. erforming or furnishing any of the Work under a direct or indirect contract with the Contractor Nothing in this Contract shall create any contractual relationship between the Port and any Subcontractor or other person or organization having a direct contract with the Contractor Nothing in this Contract shall create any obligation on the part of the Port to pay or to see to the payment of any moneys due any Subcontractor or other person or organization except as may otherwise be required by Law The Port may furnish to any Subcontractor or other person or organization to the extent practicable evidence of amounts paid to the Contractor on account of specific Work completed The divisions and sections of the Specifications and the identifications of any Drawings shall not control the Contractor in dividing the Work among Subcontractors or delineating the work to be performed by any specific trade Patent Fees and Royalties 6 18 If any design device material or process covered by letters patent or copyright is used by the Contractor or is provided for the Port s use the Contractor shall 1 provide for such use by agreement with the owner of the patent or copyright or a duly authorized licensee of such owner and 2 defend indemnify and hold the Port harmless from all losses and expenses including without limitation legal fees arising from the use of the patented or copyrighted design device material or process Computer Software
188. es the material will be purchased from the Contractor by the Port at cost without allowance for overhead or profit ARTICLE 11 CHANGE OF CONTRACT TIME 11 1 Rev 05 14 All time limits stated in this Contract are of the essence Contract Time will be changed only by a Change Order Any extension in Contract Time will be based on written notice delivered to the Port within 7 days of the occurrence of the event precipitating the request The Contractor shall deliver a work progress schedule analysis or summary justifying the time extension within 15 days of such occurrence Failure to deliver any documentation to the Port within the time limits specified above shall completely foreclose consideration of an extension of Contract Time and all rights and remedies arising therefrom Time extensions will be granted only when conditions described in Items 11 3 11 4 and 11 6 exist and when the Port agrees that the work progress schedule substantiates the need A An adjustment of Contract Time shall be the Contractor s sole remedy for any delay in meeting the specified Substantial Completion Final Acceptance or any milestone dates of the Work Exception shall be to the extent the delay is caused by the acts or omissions of the Port or other contractors performing other work directly for the Port as contemplated in Article 7 To the extent the delay is caused by the acts or omissions of the Port or persons GENERAL CONDITIONS S MASTERS STANDARD
189. es in the Work require new or increased premiums on bonds and insurance the Port will reimburse the Contractor for such costs in the following manner A Costs for new bonds or insurance shall be submitted as part of the Contractor s request for progress payment and supported by invoiced costs from the bond or insurance supplier B Costs for increases to existing bonds or insurance shall be submitted as part of the Contractor s request for final payment and supported by invoiced costs from the bond or insurance supplier Rental Rate Blue Book 10 6 Equipment rental rates will be the lowest of the Contractor s established company rates actual rental rates or the rates in effect in each section of the Rental Rate Blue Book on the Work Start Date GENERAL CONDITIONS Rev 05 14 007200 30 S MASTERS STANDARDCONTRACTDOCS GCS DOC A When the Rental Rate Blue Book published by EquipmentWatch Primedia Corp 1735 Technology Drive Suite 410 San Jose California 95110 will be used to establish equipment rental rates the following shall apply 1 For projects of more than one year duration the rates shall be adjusted annually after the anniversary date of the Work Start Date to reflect published revisions of the Rental Rate Blue Book 2 Rental Rate Blue Book denotes discontinued models by showing a star next to the model number Many manufacturers continue the same model number through successive years In the event the Port
190. etective eet oe ter tere De eee Oe deep ose 23 Port nSpectorso x ee o Ee e ed ea 23 Limitations on the Port s Responsibilities eese enne nennen trennen 24 ARTICLE 9 CHANGE IN THE WORRK nennen enne nne 24 ARTICLE 10 CHANGE OF CONTRACT 25 Contract Price Adjustment Methods iei ER eter eee E RR HE te ERE Eee tH E Ge 25 Fixed Price Method tnt idet m 25 Unit Price Method ee ete ee 28 Eorce Account Method s det eb eee eee o ge d eds 28 Cost Changes to Bonds and Insurance eeeeseeseeseeeeeeeene ener eterne enne teen nnne 30 Rental Rate Blue BOook etie cte eit e este ete hee bod e ete adeo teta itis 30 Lump Sum Breakdown dte tire er e ph re ete engen eee pee epe pace pete eee reins evt 31 Deleted Work cant ivi m hase ey tein a ate OE RE RS ete pe ea eee eh othe 31 ARTICLE 11 CHANGE OF CONTRACT nene nennen reet nest enne netten 31 ARTICLE 12 WARRANTY TESTS AND INSPECTIONS CORRECTION REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK nieder t ren ee PERRO EP cay PES ee he bebe e papier etre EEEE E EEES 32 Tests and Inspectuons s edt e ten e ene le He cese tree dec petet Ur HU DL dette noh 32 Uricoyermg Wo
191. etion of the Port and only to personnel physically working in the Airfield CUP Restricted Area or Sterile Area environments 4 All unbadged Contractor personnel subcontractor personnel material delivery personnel or visitors with a legitimate business need shall be escorted by an individual who has been issued a valid PDX Secured Area badge in the Secured Area or a valid PDX AOA badge in the AOA locations An individual with an appropriate and valid PDX security badge may escort no more than three unbadged personnel at any one time Without exception the PDX security badged individual must stay with the unbadged personnel at all times An individual who has been disqualified through the CHRC or STA process will not be allowed access to the Secured Area AOA CUP and Sterile Area no exceptions will be made and escorting is not authorized 5 The Contractor shall ensure that his employees agents subcontractors suppliers or other invitees obtain PDX security badges and wear the badges provided by the Port at all 4 14 2015 AIRPORT SECURITY SAFETY AND OPERATING REGULATIONS S PDX 13D 056 DIV 01 013513 DOC 013513 3 times or be escorted when they are engaged in work at the airport The PDX security badge shall be worn above the waist and in plain view of those interacting with the employee The Contractor shall ensure that any PDX security badge provided by the Port is returned promptly to the PDX Security Badging Office when the person to w
192. f environmental pollution and the preservation of natural resources that affect the performance of this Contract A City and county where the work is to be performed B Metro C Oregon Environmental Quality Commission GENERAL CONDITIONS Rev 05 14 007200 16 S MASTERS STANDARDCONTRACTDOCS GCS DOC 6 26 6 27 6 28 6 29 Rev 05 14 Oregon Fish and Wildlife Commission U S Environmental Protection Agency U S Fish and Wildlife Service National Marine Fisheries Service Known conditions at the construction site that may require the Contractor to comply with statutes or with ordinances or regulations enacted by the agencies listed above are specifically referred to at various places in this Contract including but not necessarily limited to Division 1 of the Specifications The Contractor is solely responsible for 1 considering applicable statutes and the ordinances and regulations enacted by the agencies listed above 2 considering the known conditions specifically referred to in this Contract and 3 ensuring that the activities of the Contractor and the Contractor s employees Subcontractors including suppliers agents and invitees with respect to those conditions do not violate any of those statutes ordinances or regulations Without limiting the foregoing the Contractor is solely responsible for the following environmental and natural resource risks associated with the performance of this Contract
193. fied Provide products of a single manufacturer for coating systems applied to each type of surface Coordination Provide finish coats which are compatible with prime paints used Provide barrier coats over incompatible primers where required Submit written notification of anticipated problems using specified coatings with substrates primed by others PAINTING SAPDX 13D 056 CONSULTANT FINAL 099100 PAINTING DOCX 099100 3 E F Paint Colors 1 Colors as indicated 2 Paint area of each color for observation review and revisions before batch mixing of colors or shipping large quantities of that color to job Allow revisions to approved colors and textures after review of initial area of each color 3 Vary top coats in shade from preceding coat without affecting finish color Mixing and Tinting 1 Job mix or job tint only if approved Mix only in pails in suitably sized non ferrous or oxide resistant metal pans 2 Strain to remove lumps and specks 3 Use tinting colors recommended by manufacturer for the specific type of finish 4 Add non mercuric fungicidal agent to exterior finishes by manufacturer PART 3 EXECUTION 3 1 D 3 2 PAINTING 099100 4 INSPECTION Verify that spaces are broom clean with surfaces free of foreign matter Moisture Content 1 Surfaces Suitably dry and adequately protected from dampness 2 Follow recommendations of paint manufacturer for allowable moisture for specific typ
194. flag and a solid red light shall be mounted at the highest point on the crane 2 During daylight hours with severe visibility problems or heavy fog cranes shall not operate 3 The Port will determine when visibility problems exist and will coordinate and designate requirements for position and location of flag and light 1 9 REMEDIES OF THE PORT UPON VIOLATION OF REGULATIONS REFERENCED OR CONTAINED IN THIS SECTION A n addition to any other rights or remedies that the Port may have in the event that the Contractor subcontractor anyone directly or indirectly employed by any of them and anyone for whose acts any of them may be liable fails to comply with the regulations referenced or contained in this section the Port shall have the right to 1 Revoke the PDX security badge superintendent endorsement icon escort driver endorsement icon flagger endorsement icon or driving permission of the offending individual and or the Contractor permanently or for a prescribed period of time 2 Suspend the work or any portion thereof and continue the suspension until completion of any investigation or evaluation by the Port and full compliance with any corrective measures which the Port may reasonably require 3 Require the Contractor to provide to the Port a written plan satisfactory to the Port to demonstrate the Contractor s ability to prevent future violations B Contractor shall be fully liable to the Port for any costs or damage
195. for the same type of work if the lowest bid for that type of work is between 300 000 and 400 000 e 0 percent higher than the lowest bid received for the same type of work if the lowest bid for that type of work is greater than 400 000 or 2 The bidder failed to contact the small business and attempt to negotiate a lower price the Port is not inviting bid shopping but rather is inviting good faith negotiation in accordance with law and good ethical practices without the direct or indirect disclosure of competitors prices d If the bidder fails to meet the goal the Port will presume the bidder could not reasonably have expected to obtain small business participation at a level sufficient to meet the goal if the bidder failed to 1 Contact all of the small businesses certified for the particular element of work or document why they were not contacted and 2 Use the services of minority community organizations minority contractor groups local state and federal minority business assistance offices and other organizations identified by the State of Oregon s Advocate for Minority Women and Emerging Small Business that provide assistance in the recruitment and placement of small businesses C Bidders may submit written evidence to rebut the Port s presumptions if any under paragraphs c and d The Port may accept or reject such evidence at its sole discretion 1 4 LIMITATIONS ON COUNTING SMALL BUSINESS PARTICIPATION A Wh
196. ge and applicable construction and endorsement icon training classes provided by the Port The average background investigation process takes approximately 1 to 2 weeks However it may take 30 to 60 days to gain applicant approval in some situations 2 There four main types of PDX security badges and four endorsement badge icons a Badges 1 AOA Badge This pink photo identification badge shall be worn by all Contractor personnel including subcontractors who are working in AOA areas of the airport and are not authorized to enter the Secured Area and Sterile Area 2 Secured Area Badge This orange photo identification badge shall be worn by all Contractor personnel including subcontractors who enter the Secured Area 3 Sterile Area Badge This purple photo identification badge shall be worn by all Contractor personnel including subcontractors who enter the Sterile Area without needing access to the AOA or Secured Area 4 General Aviation Badge This yellow badge shall be worn by all Contractor personnel including subcontractors who are working in general aviation areas b Endorsements badge icons 1 All endorsements icons will be issued at the sole discretion of the Port 2 Escort driver endorsement icon This icon will be issued to a limited number of designated Contractor personnel who will be trained to provide escort driver services Prior to issuance all designees shall successfully AIRPORT SECURITY SAFETY AND OPE
197. he above disqualifying crimes within the previous 10 years the Port security compliance specialist or designee will so advise the individual and or the Contractor s Authorized Signatory The individual will be afforded an opportunity to correct any information that the individual believes to be inaccurate If the individual is successful in correcting this information to the satisfaction of the Port security compliance specialist the application may be accepted 5 Set appointment times with the PDX Security Badging Office to fingerprint applicants Currently fingerprinting is done Monday through Friday between the hours of 8 a m and noon and between 2 p m and 4 p m Allow approximately 1 2 hour to fingerprint 6 After the CHRC and the STA have been approved the Contractor may then schedule appropriate training class s At the pre construction meeting the Contractor shall submit an estimated number of Secured Area AOA Sterile Area or General Aviation badges necessary to adequately perform the work The Port will pay all fingerprinting background and badging costs for the estimated number of each type of PDX security badge If the Contractor exceeds the estimated number by more than 25 percent he will be charged for each additional application requested The cost to fingerprint and check criminal history is 49 per individual for Secured Area and AOA badges and 39 per individual for Sterile Area and General Aviation access badges The
198. he subcontract without incurring any obligation to pay a late payment interest penalty in accordance with terms and conditions the parties to the subcontract agree upon giving such recognition as the parties consider appropriate to the ability of a Subcontractor to furnish a performance bond and a payment bond b Permit the Contractor or a Subcontractor to make a determination that part or all of the Subcontractor s request for payment may be withheld in accordance with the subcontract and c Permit such withholdings without incurring any obligation to pay a late payment interest penalty if 1 A notice that conforms to the standards of ORS 279C 580 8 has been previously furnished to the Subcontractor and 2 A copy of any notice the Contractor issues pursuant to the foregoing subsection has been furnished to the Port d As used in this subsection good faith dispute means a documented dispute concerning 1 Unsatisfactory job progress 2 Defective work not remedied 3 Third party claims filed or reasonable evidence that claims will be filed 4 Failure to make timely payments for labor equipment and materials 5 Damage to the Contractor or a Subcontractor 6 Reasonable evidence that the subcontract cannot be completed for the unpaid balance of the subcontract sum Environmental Responsibilities 6 25 The following federal state and local agencies have enacted ordinances or regulations dealing with the prevention o
199. heet metal and trim thermal movements Base engineering calculation on surface temperatures of materials due to both solar heat gain and nighttime sky heat loss SHEET METAL FLASHING AND TRIM S PDX 13D 056 CONSULTANT FINAL 076200 SHEET METAL FLASHING amp TRIM DOCX 076200 1 1 4 1 5 1 6 1 7 1 Temperature Change Range 150 degrees F 67 degrees ambient 180 degrees F 100 degrees C material surfaces Water Infiltration Provide sheet metal flashing and trim that do not allow water infiltration to building interior SUBMITTALS Submit product data for each type of product indicated Include construction details material descriptions dimensions of individual components and profiles and finishes Submit shop drawings Show layouts of sheet metal flashing and trim including plans and elevations Distinguish between shop and field assembled work Include the following 1 Material thickness weight and finish for each item and location in project 2 Details for forming sheet metal flashing and trim including profiles shapes seams and dimensions 3 Details for fastening joining supporting and anchoring sheet metal flashing and trim including fasteners clips cleats and attachments to adjoining work Submit samples for each type of sheet metal flashing and trim indicated with factory applied color finishes 1 Include similar samples of trim and accessories involving color selection QUALITY ASSURA
200. hin an aviation red lens Also for daytime operations mount an FAA approved three foot square orange and white checkered flag at the high point Place barricades or stakes around perimeters of work areas as shown on the drawings Work area limits shall be staked with 3 foot stakes at 50 foot intervals in areas of dirt or grass Barricades or cones used to delineate work area limits on paved surfaces shall be spaced a maximum of 20 feet apart or as specifically described for each work area Firmly anchor or weight barricades as required Additional barricades shall be kept in the staging area to be placed around the project area as directed by the Port I All radio communication with FAA ground control will be coordinated through Port Airside Operations and performed by Port personnel only J Ensure that the Restricted Area is kept continuously free of construction debris equipment and or materials that might endanger or be ingested by aircraft For emergency purposes all escort vehicles shall be equipped with radio telephone or similar devices for contact by Port security or operations personnel In the event of an emergency be prepared to move workers vehicles and equipment immediately at the direction of the Port L Report emergencies to the Port and to the airport communications center 503 460 4000 M When cranes are used the following requirements shall be met 1 FAA approved 3 foot orange and white checkered
201. hom the PDX security badge was provided leaves the Contractor s employment no longer engages in work under this contract at the airport or has an expired PDX security badge B X Additional Access Requirements for Sterile Areas 1 In addition to requirements of Paragraph 1 4 A above access to Sterile Areas necessitates the following be met a Tools and other prohibited items may not be carried through any TSA controlled security screening checkpoint into the Sterile Area Arrangements must be made for delivery of tools into the Sterile Area from the Secured Area Tools and other prohibited items carried or utilized in the Sterile Area shall be under the direct control of the Contractor at all times and shall not be left unattended and unsecured in the Sterile Area Failure to adhere to this requirement will prompt an investigation as a violation of the ASP and PDX Rules b No Contractor personnel may enter the Sterile Area in a manner that circumvents security screening at a TSA controlled security screening checkpoint and board a plane as a passenger C Airport Security Identification Badges 1 All PDX security badge applicants will be required to complete a CHRC and STA prior to issuance of a PDX security badge The background check information will be evaluated for disqualifying criminal convictions before a PDX security badge is issued Applicants authorized to receive PDX security badges shall successfully complete PDX security bad
202. hown on the drawings 2 Structural items shall be identified by location in the completed structure C Shop drawing quality 1 All line work shall be clean and crisp with no feathering or fading 2 Line work important to the drawing shall be emphasized by increasing the line weight and density 3 Text size shall be a minimum of 1 8 inch in height and shall be Helvetica style font 4 Notes shall be clear and concise 5 CAD generated drawings are preferred 1 6 PRODUCT MATERIAL DATA A Submit for Port review prior to commencement of on site work all product material data required by the applicable technical sections B Product material data consists of manufacturer s catalog sheets brochures diagrams schedules performance charts illustrations and other standard descriptive data Catalog cuts or brochures for items which are standard products shall show the type size ratings style color manufacturer and catalog number of each item and be complete enough to provide for positive and rapid identification in the field Catalog data shall be organized by specification section and paragraph number Each product material data item shall be clearly marked and annotated with the appropriate specification section and paragraph number General catalogs or partial lists will not be accepted 1 Clearly mark each copy to identify pertinent product or models 2 Show dimensions weights and clearances required 4 14 2015 SUBMITTAL PROC
203. ible for adjusting hardware and software settings as needed to view and print all bid document content Guidance for optimal viewing and printing may be provided on the drawings For the bidders convenience the Port may occasionally post copies of studies reports permits assessments miscellaneous CAD files etc as additional information that may pertain to the advertised project However the Port makes no warranties or representations regarding the integrity or completeness of such documents and bidders should use them only at their own risk 7 2 Those using electronic documents provided by the Port do so at their own risk Electronic documents are subject to data erosion erasure and alteration Because computer software may become obsolete with time the Port makes no warranties or representations regarding the ability to permanently access electronic documents it provides The Port makes no warranties or representations regarding the presence or absence of computer viruses in electronic documents it provides any person using an electronic document provided by the Port should check the document for computer viruses before using it in a manner that might allow the spread of a computer virus All or parts of electronic documents provided by the Port may be copyrighted and those using them are responsible for determining the existence of copyrights and for obtaining permission to copy copyrighted material ARTICLE 8 BID SECURITY 8 1 The
204. ica Oregon Council 4 14 2015 PAINTING S PDX 13D 056 CONSULTANT FINAL 099 100 PAINTING DOCX 099100 1 1 3 1 4 PAINTING 099100 2 SUBMITTALS Product Data Describe every required paint system 1 Material List Provide an inclusive list of surfaces and proposed coating materials including anticipated minimum dry film thickness of each coat Indicate each material and cross reference specific coating finish system and application Identify each material by manufacturer s catalog number and general classification Include composition of pigment and vehicle with percentages 2 Manufacturer s certification that products supplied comply with local regulations controlling use of volatile organic compounds VOCs Submit 8 x 10 drawdowns for review of color and texture only Resubmit samples as requested until required sheen color and texture is achieved Samples Provide samples of all paint materials as specified in the Color Schedule article at the end of this section Apply and reduce materials only as specified or recommended by the manufacturer s printed instructions Where manufacturer has made additional recommendations apparently in conflict with these specifications allow for review and approval of additional recommendations before proceeding QUALITY ASSURANCE Regulatory Requirements The quantity of VOC s in materials supplied under this section shall not exceed the limits permitted under Oregon Administra
205. ich the breakdown or shutdown occurred No other payment will be made for non operating hours Rental will not be allowed for equipment listed in the Shop Tools section of the Rental Rate Blue Book having a daily rate of less than 5 each Individual pieces of equipment not specifically covered by the Rental Rate Blue Book and having a value of 350 or less shall be considered small tools and equipment for which no rental is allowed D Payments made by the Contractor to Subcontractors for Work performed by Subcontractors in accordance with Item 10 2 B If required by the Port the Contractor shall obtain competitive bids from Subcontractors acceptable to the Contractor and award to the lowest responsive and responsible bidder If a subcontract provides that the Subcontractor is to be paid by force account method plus markup the Subcontractor s force account costs shall be determined in the same manner as the Contractor s force account costs E Supplemental costs 1 Sales use or similar taxes related to the Work and for which the Contractor is liable imposed by any governmental authority Costs for royalty payments fees permits and licenses other than those caused by the negligence of the Contractor or the Contractor s employees agents or Subcontractors Losses damages and related expenses sustained by the Contractor in connection with the execution of the Work that are not caused by the negligence of the Contractor a
206. icy driving permits will be kept to a minimum and only issued on an as required basis as determined by the Port B Contractor shall contact PDX Security Badging Office by calling 503 460 4500 to schedule training classes for all Contractor s and subcontractors personnel A limited number of people can be trained at one time Training classes are available Monday through Friday at varying times Personnel approved to receive an escort flagger or superintendent endorsement con shall successfully complete additional hands on training with Airside Operations staff before the appropriate icons are added to the PDX security badge 4 14 2015 AIRPORT SECURITY SAFETY AND OPERATING REGULATIONS S PDX 13D 056 DIV 01 013513 DOC 013513 9 C Contractor shall provide as much notice as possible a minimum of 2 business days to schedule training class requests for large PDX security badge groups D Classes will not be scheduled until the CHRC and STA have been completed and approved E The approximate duration of the training classes are as follows 1 Security badge training class endorsements icons 1 hour 2 Security badge Construction and Non Movement driver training 3 hours 3 Escort Superintendent Flagger hands on training 1 hour 1 7 DRIVING REGULATIONS A purpose of these regulations is to maintain the safety of vehicle operations in the Restricted Area B Enforcement of these regulations will be by
207. ide tese eere ciet ee euge edere Rc eo ge 16 PARES iie i nec rt e tom iet REO OE eie te E RE eR eie ad e LO i ee 18 Use gt Premises eee eere ct i ge Tee te Spe eese 18 Safety and Protection 2 ete pte o Eee e trei He Ecl ba oes ee be Pee et xe Peer e ee ee 18 FAMOET SEN CIES oS MEER 19 Submittals Shop Drawings Product Data Maintenance Data and 19 ACCESS to pee dE ee ee lee etes 20 Prosecution of the iie ceret oet EE Res IEEE LLL eie ge e e 20 Ports Right t Do the etes iei ient et o eet r e Hore ed e HER Re To ce pe tated 20 Indemimntticatuon etd een aeter dent itte ihe 20 Prevailing Wage Rates esee Dette eru E eine PUR e eed que ege SY 21 Labor Rel tions e dette ed ete Aan lee UE UR edere HER Eee ere Ue oe 21 Rev 05 14 GENERAL CONDITIONS S MASTERS STANDARDCONTRACTDOCS GCS DOC 007200 i RECOrds and AXUdIt 7 eoe oer See oboe itech lite cite he tall debt stare Re Ne Gt dio a a 21 ARTICLE 7 WORK BY OTHERS etienne eee pp er ere tpe ou een pe eee nba depen eet nni 22 ARTICLE 8 PORT S STATUS DURING CONSTRUCTION seen nennen eene enne nee ener 23 Construction Contract Manager 2 1 eei ett EE LEE LEUR HH ie Rte ETRE N 23 Clarifications and Interpretations eese eene nnne nnne entren 23 Rejection ot D
208. igned for opening of panel seams open and disengage sheet metal panel seams as required to remove the damaged panel without damaging existing panels and panel seams that are to remain Remove and discard damaged panel including all associated fasteners previous repair materials and sealants Replace all damaged clips and hardware Install new panels Panel laps shall a Occur over purlins b Be weather lapped 10 minimum with existing panel system Sealed with two lines of continuous butyl sealant centered under area of fastener placement within panel lap Replace all panels damaged by repair procedure END OF SECTION 133419 STEEL BUILDING SYSTEM 4 14 2015 133419 8 S PDX 13D 056 CONSULTANT FINAL 133419 STEEL BUILDING SYSTEM DOCX SECTION 230529 HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT PART 1 GENERAL 1 1 1 2 4 14 2015 A DESCRIPTION This section describes the following 1 Hangers supports and anchors for equipment and ductwork 2 Supplementary steel for support or attachment of equipment and ductwork to general construction elements of the project REFERENCES ASHRAE American Society of Heating Refrigerating and Air Conditioning Engineers l ASHRAE Chapter 41 Absorption Cooling Heating and Refrigeration Equipment ASTM American Society for Testing and Materials 1 ASTM A36 Standard Specification for Carbon Structural Steel SMACNA Sheet Metal
209. iled in connection with the Work The Port has been required to correct Defective Work or to complete the Work The Contractor s prosecution of the Work in accordance with this Contract is unsatisfactory The Contractor has failed to make payments covered by past progress payments to Subcontractors or for labor or material or The Contractor is in breach of this Contract GENERAL CONDITIONS S MASTERS STANDARDCONTRACTDOCS GCS DOC 007200 35 Substantial Completion 13 9 When the Contractor considers the entire Work ready for its intended use he shall certify in writing that the entire Work is Substantially Complete and request a letter confirming Substantial Completion Within 15 days thereafter the Contractor and the Port shall make an inspection of the Work to determine the status of completion If the Port considers the Work Substantially Complete the Port will within 15 days of date of inspection execute and deliver to the Contractor a letter confirming Substantial Completion with a list of items to be completed or corrected The letter will state the date of Substantial Completion If the Port does not consider the Work Substantially Complete the Port will notify the Contractor in writing giving reasons therefor A Warranties and operation and maintenance manuals shall be submitted and approved by the Port and training shall be completed for the Work to be considered Substantially Complete 13 10 The Port may exclude the Contrac
210. ination of the following methods as the Port may elect A Fixed price method as supported by the breakdown of estimated costs If agreement cannot be reached by the fixed price method the Port may require the Work to be performed on the basis of force account B Unit price method C Force account method Fixed Price Method 10 2 The Contractor shall prepare a fixed price proposal in the following format Rev 05 14 GENERAL CONDITIONS S MASTERS STANDARDCONTRACTDOCS GCS DOC 007200 25 A Direct Costs 1 Material itemize a The cost to the Contractor for the material directly required for the performance of the changed Work Such cost of material may include the cost of transportation No delivery charges will be allowed unless the delivery is specifically for the changed Work b Trade discounts offered by the supplier to the Contractor shall be credited to the Port If the material is obtained from a source owned wholly or in part by the Contractor payment thereof will not exceed the current wholesale price for the material The term trade discount includes the concept of cash discounting c in the opinion of the Port the cost of the material is excessive or if the Contractor fails to furnish satisfactory evidence of a cost to him from the supplier then in either case the cost of the material shall be deemed to be the lowest current wholesale price at which similar material is available in the quantities required d
211. ing C Appearance of finished work Variations in appearance of abutting or adjacent pieces are acceptable if they are within one half of the range of approved samples Noticeable variations in the same piece are not acceptable Variations in appearance of other components are acceptable if they are within the range of approved samples and are assembled or installed to minimize contrast PART 3 EXECUTION 3 1 EXAMINATION A Examine substrates areas and conditions to verify actual locations dimensions and other conditions affecting performance of work 1 Verify that substrate is sound dry smooth clean sloped for drainage and securely anchored 2 Proceed with installation only after unsatisfactory conditions have been corrected 3 2 INSTALLATION GENERAL A General Install sheet metal flashings to intercept and exclude penetrating moisture according to SMACNA recommendations and as indicated Coordinate installation of wall flashing with installation of adjoining sheet metal flashings 1 Field measure site conditions prior to fabricating work 2 Install starter and edge strips and cleats before starting installation 3 Secure flashings in place using concealed fasteners Use exposed fasteners only in locations indicated 4 Seam and seal all joints watertight install sealant to drain water 5 Fit flashings tight in place Make corners square surfaces true and straight in planes and lines accurate to profiles B
212. ing but not limited to a Keeping all product and waste containers tightly closed except when dispensing or filling the container b Using airless sprayers to the maximum extent practicable Assuring that the spray nozzles are appropriately sized for the application d Minimizing the use of thinners to the amount recommended by the manufacturer for the specific application e Minimizing the volume of coating systems and paints that is premixed for use but may not be immediately applied f Not spraying cleaning solvents through spray equipment to clean buckets lines guns and nozzles into the open air Spray cleaning solvents into a container to capture and reuse as much cleaning solvent as possible C Latex Paints 1 Take all reasonable precautions to prevent latex paint emissions to the environment during the storage and use of these products including but not limited to a Keeping product and waste containers tightly closed except when dispensing or filling the container b Minimizing the use of solvents water and detergents for the cleanup of latex painting equipment Not spraying cleaning solvents or water through spray equipment to clean buckets lines guns and nozzles into the open air Spray cleaning solvents or water into a container to capture and reuse as much cleaning solvent as possible 1 11 EQUIPMENT FUELING AND MAINTENANCE A Ultra Low Sulfur Diesel ULSD Fuel 1 All diesel power
213. ings showing these items similarly stamped and signed Welder qualification records for shop welders field welders welding operators and tackers shall be submitted to the Port directly from the Port approved testing laboratory Submit written procedures for all welded joints to the Port for review and approval Procedures shall be prepared in a manner so that field personnel can understand and use them without referencing the applicable codes Welding procedures may be AWS prequalified as listed in AWS D1 1 2010 or they shall be qualified in accordance with AWS by the testing laboratory Welder certification documentation as required by the City of Portland Bureau of Development Services to the Port for all welding to be done within the City of Portland For site welding work submit a detailed plan of safety procedures that includes fume control and shielding QUALITY ASSURANCE Codes and Standards Comply with the provisions of the following codes standards and specifications except where more stringent requirements are shown or specified 1 AISC Specifications for Structural Steel Buildings including the Commentary on the AISC Specifications 2 AISI Specification for the Design of Cold Formed Steel Structural Members 3 ANSI Standard Specification for Open Web Steel Joists including the Code of Standard Practice for Steel Joists and Joist Girders 4 AWS Structural Welding Code Steel
214. ior to opening CERTIFICATES OF FINAL APPROVAL Submit originals or clearly readable copies of certificates of approval from the inspection authority prior to application for final payment RETURN OF SECURITY IDENTIFICATION BADGES Prior to final acceptance of the work return all Port security identification badges to the Port badging office and obtain a receipt for their return Submit a copy of the receipt to the Port s Construction Contract Manager END OF SECTION 017700 4 14 2015 CLOSEOUT PROCEDURES S PDX 13D 056 DIV 01 017700 DOC 017700 1 SECTION 055000 METAL FABRICATIONS PART 1 GENERAL 1 1 A 1 2 1 3 4 14 2015 DESCRIPTION This section describes items made from iron and steel shapes plates bars strips tubes pipes and castings which are not a part of structural steel or other metal systems specified elsewhere REFERENCED STANDARDS AISC American Institute of Steel Construction AISI American Iron and Steel Institute ANSI American National Standards Institute 1 2 3 ANSI 14 3 Ladders Fixed Safety Requirements ANSI A1264 1 Safety Requirements for Workplace Walking Working Surfaces and Their Access Workplace Floor Wall and Roof Openings Stairs and Guardrails Systems ANSI A202 1 Metal Bar Grating ASTM American Society for Testing and Materials www astm org 1 2 3 4 ASTM A36 Carbon Structural Steel ASTM A123 Zinc Hot Dip Galvanized Coatings on Iron
215. ipment provided and normally tested and labeled by Underwriters Laboratories UL or similar recognized third party approval authority shall be so labeled 2 2 GENERAL SUPPORT AND ANCHORING HARDWARE A All anchors nuts washers and bolts shall be rust resistant plated type unless specified otherwise Anchors nuts washers and bolts for exterior use shall be stainless steel COMMON WORK RESULTS FOR 4 14 2015 ELECTRICAL 260500 2 SAPDX 13D 056 CONSULTANT FINAL 260500 COMMON WORK RESULTS FOR ELECTRICAL DOCX D Brackets and miscellaneous hardware shall be rust resistant plated type unless specified otherwise Bolts associated with lighting fixture installation shall be applied with anti seize lubricant such as Never Seez or equal prior to installation Exterior channel type support or where noted on drawings shall be hot dipped galvanized Interior channel type support shall be electro galvanized plus zinc chromate finish Kindorf Superstrut Unistrut or equal Clamps brackets and similar hardware utilized with the channel support system shall be of the same manufacturer and be similarly galvanized PART 3 EXECUTION 3 1 A B 3 2 A 3 3 A B C 4 14 2015 LAYOUT AND COORDINATION Work under this division shall be conducted in a cooperative manner with work of other divisions employed on the project for proper installation of all items of equipment Verify the physical dimensions of each it
216. item or surface is not specifically mentioned paint the item or surface the same as similar adjacent materials or surfaces whether or not schedules indicate colors Resolve any conflicts of material colors with the Port prior to application 3 Repair of existing surfaces as specified in this section 4 Surface preparation priming and finish coats specified in this section are in addition to shop priming and surface treatment specified in other sections B Do not paint prefinished items concealed surfaces finished metal surfaces operating parts and labels 1 Prefinished items include the following factory finished components a Glass and glazing b Metal ceilings Rubber base 2 Concealed surfaces include walls or ceilings in the following generally inaccessible spaces a Furred areas b Ceiling plenums Duct shafts 3 Finished metal surfaces include the following a Anodized aluminum b Stainless steel Chromium plate 4 Operating parts include moving parts of operating equipment and the following a Coiling doors b Exposed door closer arms 5 Labels Do not paint over Underwriters Laboratories Inc UL Factory Mutual FM or other code required labels or equipment name identification performance rating or nomenclature plates 1 2 REFERENCES A Oregon Administrative Rules l OAR 340 242 0700 to 340 242 0750 Spray Paint B PDCA Painting and Decorating Contractors of Amer
217. itial submittal Use the same submittal identification number except add 01 to each successive resubmittal 14 00 14 01 14 02 etc Mark each item with the Contractor s submittal identification number and the appropriate Port specification section and paragraph number 2 Indicate on the submittals any changes which have been made to the initial submittal SUBMITTAL PROCEDURES 4 14 2015 013300 2 S PDX 13D 056 DIV 01 013300 DOC I If the submittal content includes material samples systems manuals or operation and maintenance manuals or if requested by the Port the following revisions to this article shall apply 1 Submit a completed electronic Port GST form noting in the CONTRACTOR CONSULTANT PORT NOTES section that hard copies are being forwarded under separate cover 2 Submit one hard copy of the GST form and seven packages of sorted and collated documentation and samples 1 4 MATERIAL SUPPLIERS SUBCONTRACTORS LIST A Provide a complete list of material suppliers and subcontractors to the Port at the preconstruction conference 1 5 SHOP DRAWINGS A Submit complete shop drawings as required by the applicable technical sections B Present data in a clear and thorough manner l Drawings shall be identified by reference to the specification section and paragraph number when the item is called out in the specifications and by the original sheet and detail number schedule or room numbers when the item is s
218. ities certifying work is complete and satisfactory before acceptance of the work ELECTRICAL SAFETY PROGRAM Contractors doing work on Port property are required to have an electrical safety program that meets or exceeds all OR OSHA requirements Prior to commencement of electrical work the Contractor shall meet with Port facility safety personnel and inform each other of existing known hazards personal protective equipment requirements safe work practice procedures and emergency evacuation procedures applicable to the work to be performed This coordination shall include a meeting and documentation DELIVERY STORAGE AND HANDLING Store and handle materials to protect against corrosion or mechanical damage Remove damaged materials from site immediately after detection Deliver materials in manufacturer s packaging Deliver conductors and cables in complete coils ELECTRICAL DRAWINGS Electrical drawings have not been provided and all drawing references are diagrammatic and do not show every detail of modification PART 2 PRODUCTS 2 1 MATERIALS A Supply all materials to complete and provide the operating system specified unless it is specifically indicated that materials are being furnished by others or that existing equipment shall or may be reused B All materials shall be new and meet the requirements of these specifications Materials shall be subject to Port approval via the submittal process C All components and equ
219. ity of the proposed substitution are equivalent or superior to specified item Undersigned agrees to terms and conditions for substitutions found in Bidding Documents to this proposed substitution Submitted By Name Printed or typed General Contractor if after award of Contract Signature For use by A E Approved Approved as noted 2995 Not Approved Received too late City State Zips By Date Date Tel Remarks The Construction Specifications Institute September 1997 Northwest Region amp Advancement of Construction Technology 1 1 1 2 1 3 4 14 15 DOCUMENT 002200 SUPPLEMENTARY INSTRUCTIONS TO BIDDERS GENERAL These supplements modify delete from or add to the Instructions to Bidders Where an article paragraph or clause of the Instructions to Bidders is modified or deleted by these supplements the unaltered provisions of that article paragraph or clause remain in effect SMALL BUSINESS PARTICIPATION The Port is committed to increasing small business participation in Port contracts Small business means for the purpose of this contract a for profit small business enterprise that has been certified by the Oregon State Office of Minority Women and Emerging Small Business OMWESB or by the Washington State Office of Minority and Women s Business Enterprises OMWBE A certified small business enterprise includes a certified minority owned
220. ized and sufficient cure time of coating system shall be allowed prior to testing 2 Test results will be evaluated on adhesive cohesive failure a Adhesive Failure Fail b Cohesive Failure Pass 3 Testing shall yield passing results in all conditions and any additional efforts required for passing results will need to be replicated and employed during system installation QUALITY ASSURANCE Installer Qualifications 1 Manufacturer s authorized representative who is trained and approved for installation of elastomeric coating systems required for this Project 2 Company specializing in sheet metal flashing work and installation of coating systems with five 5 years minimum experience Manufacturer Qualifications A qualified manufacturer that has UL listing and FMG approval for sheet metal coating systems identical to that used for this project Source Limitations 1 Obtain coating system from a single manufacturer 2 Obtain primary elastomeric coating materials including primers from coating system manufacturer Obtain secondary materials including joint sealants and substrate repair materials of type and from source recommended in writing by primary material manufacturer Pre construction Conference Conduct conference at Project site Review methods and procedures related to sheet metal roof repairs including but not limited to the following 1 Meet with Port steel building Installer sheet metal coating system
221. kept closed at all times except when adding waste material 2 Where possible large receptacles such as drop boxes bins and totes shall be placed on impervious areas such as concrete or asphalt pavement at locations away from public traffic storm drain inlets ditches and other conveyances 3 If any receptacle is observed to be leaking any liquid it shall be considered a solid waste leachate The Contractor shall immediately take action to contain the leakage 4 Discarding of aerosol cans used oil paints solvents fluorescent light tubes or any hazardous waste into the receptacle is strictly prohibited 5 Receptacles larger than 33 gallon capacity used for recyclables and general solid waste and portable toilets shall not be located within 50 feet of a storm drain inlet drainage ditch surface water or wetland TEMPORARY FACILITIES AND CONTROLS 4 14 2015 015000 2 S PDX 13D 056 DIV 01 015000 DOC 6 Ensure that all recyclable and solid waste receptacles are kept closed are not overfilled are not leaking and general housekeeping is performed in the area T All recyclable and general solid waste hauled from the Port shall be secured prior to leaving the work site so that no waste material blows out falls out or leaks out during transportation to the designated offsite location 1 8 DISPOSAL A Dispose of waste material off Port property and in accordance with applicable state federal and local regulations B Burning
222. kness not less than 0 028 inch to match existing 5 Interior Facing Material 1 8 inch thick manufacturer s standard material to match existing Track Configuration Standard lift track or high lift track Weatherseals Fitted to bottom and top and around entire perimeter of door Windows Rectangular full section glass units 1 Clear Float Glass 3 mm thick and complying with ASTM 1036 1 Class 1 Quality Q3 Match existing where broken Rollers and Roller Tire Material Match existing Locking Devices Replace in kind where indicated Electric Door Operator Safety and Operation Components Replace components indicated to match existing 1 Manufacturers a Link b Wayne Dalton Or pre bid approved equal Door Finish 1 Factory Prime Finish Manufacturer s standard color 2 Finish of Exterior and Interior Facing Material Match finishes of adjacent sections MATERIALS GENERAL Electrical Components Devices and Accessories Listed and labeled as defined in NFPA 70 by a qualified testing agency and marked for intended location and application STEEL DOOR SECTIONS Exterior Section Faces and Frames Zinc coated galvanized cold rolled commercial steel CS sheet complying with ASTM A 653 A 653M with indicated zinc coating and thickness SECTIONAL DOORS S APDX 13D 056 CONSULTANT FINAL 083613 SECTIONAL DOORS DOCX 083613 3 2 6 1 Fabricate section faces from single sheets to provide secti
223. l Acceptance 13 22 The Port will have the right to recover from the Contractor and to the extent permitted by Law to deduct from any payment due the Contractor the amount of any loss suffered by the Port on account of the failure of the Contractor Subcontractor anyone directly or indirectly employed by any of them and anyone for whose acts any of them may be liable to comply with the rules and regulations referenced or contained in this Contract ARTICLE 14 SUSPENSION OR TERMINATION OF THE WORK Port May Suspend the Work 14 1 The Port may at any time and without cause suspend the Work or any portion thereof for a period of not more than 90 consecutive days by notice in writing to the Contractor This notice will fix the date on which Work shall stop and the date on which it shall resume The Contractor shall resume the Work on the date so fixed The Contractor will be allowed an increase in the Contract Price or an extension of the Contract Time or both directly attributable to the suspension 14 2 If the work is Defective or if the Contractor fails to supply sufficient skilled workers or suitable material or equipment or if he fails to perform the Work in such a manner that the completed Work conforms to this Contract the Port may order the Contractor to suspend the Work or any portion thereof until the cause for such order has been eliminated However this right of the Port to suspend the Work shall not give rise to any duty on
224. l recordable accidents and injuries occurring at the site When the Contractor is required to file an accident report with a public authority the Contractor shall submit a copy of the report to the Port 6 38 The Contractor shall inform the Port of the specific requirements of the Contractor s safety program with which the Port s employees and representatives must comply while at the site 6 39 If the Port deems any part of the Work unsafe the Port without assuming responsibility for the Contractor s safety program may require the Contractor to stop performance of the Work or take corrective measures satisfactory to the Port or both If the Contractor does not adopt corrective measures the Port may perform them and deduct their cost from the Contract Price The Contractor agrees to make no claim for damages for an increase in the Contract Price or for a change in the Contract Time based on the Contractor s compliance with the Port s reasonable request 6 40 The Contractor shall erect and maintain necessary safeguards for the safety and protection of A Employees on the Work and other persons whose safety may be adversely affected by performance of the Work GENERAL CONDITIONS Rev 05 14 007200 18 S MASTERS STANDARDCONTRACTDOCS GCS DOC B The Work and material to be incorporated into the Work whether in storage on or off the site If the Contractor fails to protect the Work the Port may after giving notice to the Contractor protect
225. le to the suspension and or 2 terminate this Contract as provided for in Item 14 4 A The Contractor shall maintain commercial general liability insurance to protect against liability for bodily injury and property damage which may arise out of the Contractor s operations under this Contract Such insurance shall include coverage for products completed operations liability independent contractors contractual liability including the tort liability of another assumed under a business contract and all other standard coverages usually afforded by a commercial general liability policy Such insurance shall name the Port and its commissioners employees and agents as additional insureds and shall insure the Contractor s obligations under this Contract to indemnify and hold harmless the Port its commissioners employees and agents provided that the Contractor s insurer shall not be required to indemnify the Port for damages arising out of the death or bodily injury to persons or damage to property caused in whole or in part by the negligence of the Port B The Contractor shall maintain business automobile liability insurance to protect against liability arising from the use loading and unloading of all of the Contractor s owned hired and non owned automobiles in connection with this Contract Such insurance shall cover the Port as an additional insured provided that the Contractor s insurer shall not be required to indemnify the Po
226. lectronic files that may exceed the limits of some e mail systems The Contractor shall use this system to send electronic submittals to the Port The Contractor will receive an invitation to the Port SFT site http fta portofportland com to set up an account with a user name e mail address and password 1 Using the Port s SFT site all electronic submittals shall be transmitted to the following Port email account popcs portofportland com Accepted File Types l PDF Each submittal in PDF format shall consist of one multipage file The first page shall always be the Port GST form SUBMITTAL PROCEDURES S PDX 13D 056 DIV 01 013300 DOC 013300 1 2 DOC DOCX XLS XLSX Convert these file types to PDF format prior to submission If this is not possible only one Microsoft Word document and or one Excel document is allowed for each submittal The Port GST form in PDF format shall also be included 3 The use of any other file types requires the Port s approval prior to submission E File Naming Conventions l Transmit one submittal to the Port at a time 2i Name the electronic submittal files in the following format where XX XX is the submittal number and ext is the file extension Submittal XX XX ext If the submittal consists of multiple files add Part X of X to the end of the file name a Single File Example Submittal number 8 1 consists of one file It is a multipage PDF file consisting of the completed Port G
227. lift activities with the Port B Submit a complete lift plan for review by the Port The lift plan shall be prepared by a qualified person as defined by OSHA and shall include but not be limited to the following information 1 A brief narrative describing the reason for the lift a description of the lift the lift procedure and any safety concerns Include date and time of lift anticipated weather conditions and wind speeds and the load weights Calculated load weights may be used in lieu of measured load weights only when the latter are unavailable 2 A scaled plan view of the lift site including a Work area including position and configuration of the crane and any set up support and or haul vehicles Include any buildings or other obstructions that may interfere with the lift Initial lifting position and final placement of the load including load radius Safety zones to be established and demarcated around the crane to deter entry into the work area d Safety zones to be established demarcated and controlled by qualified Contractor personnel inside buildings if applicable to identify the swing of the load with a buffer e Utilities above and below ground and associated structures located within the work area 3 A scaled elevation view of the lift site including a Crane location relative to the final placement site b Buildings with heights clearly marked Boom height and lifting radius 4 Specificatio
228. ll follow agreed upon haul routes C Equipment operated on haul routes over existing pavements shall conform to legal load limits for public highways unless approved protection is provided Keep pavement areas free of material spillage and foreign matter at all times Continuously clean pavement surfaces with regenerative air vacuum sweepers D Construct maintain and restore haul routes to the satisfaction of the Port Cost shall be considered an incidental item 1 17 HARD HATS AND SAFETY CLOTHING A Wear hard hats and high visibility clothing that comply with current ANSI requirements All safety equipment shall be in good repair 1 18 SIGN POLICY A Policy for Contractor identification signs at Portland International Airport 1 Sign and all aspects of installation shall have prior approval of the Port 2 Displayed sign shall be for the prime Contractor only 3 Exterior sign shall not exceed 3 feet by 5 feet The size of an interior sign shall be approved by the Port 4 Sign shall be professionally prepared 5 Signing is allowed only at work area 6 No lighted sign permitted TEMPORARY FACILITIES AND CONTROLS 4 14 2015 015000 6 S PDX 13D 056 DIV 01 015000 DOC 7 Sign shall be removed upon completion of work END OF SECTION 015000 4 14 2015 TEMPORARY FACILITIES AND CONTROLS S PDX 13D 056 DIV 01 015000 DOC 015000 7 SECTION 015719 ENVIRONMENTAL CONSTRUCTION CONTROLS PART 1 GENERAL 1 1 1 2 1 3 1
229. lled welds Allow some contingency in the work schedule to allow for Port inspection No time extensions or standby charges will be allowed in the event that the Port elects to provide additional inspection Visual U T and magnetic particle inspection methods will be used for pipe piles and fabricated steel inspection Rejection of any portion of a weld inspected on a less than 100 percent basis shall require inspection of 100 percent of that weld All welds which do not meet the requirements of the specifications shall be repaired and retested as necessary at no additional expense to the Port Inspection by the Port shall in no way relieve the Contractor of responsibility for the performance of welding which meets the requirements of said specifications for quality and workmanship All welders welding operators and tackers shall be specifically tested for this project and shall be City of Portland certified by an independent testing laboratory approved by the Port as qualified for the materials processes and types of welds being performed Testing shall be within one month prior to performing any work on this project The testing and certification shall be as specified in AWS D1 1 10 Welds installed using unqualified procedures or welding performed by non qualified or incorrectly qualified welders shall be rejected removed and replaced by the work of properly qualified personnel at no additional expense to the Port All welders shall be projec
230. lowing items and shall not include any of the costs itemized under Item 2 8 The Contractor and the Port shall compare records of force account costs at the end of each workday Copies of these records shall be made in duplicate by the Contractor and shall be signed daily by both the Port and the Contractor Fully itemized force account invoices shall be submitted monthly to the Port The Contractor s submittal shall be in the format described in Item 10 2 Payment will be included with regular periodic progress payments upon issuance of a Change Order for the Work The Contractor shall submit final force account billing within 30 days after completion of that unit of Work Force account costs may include A Cost of all material furnished and incorporated in the Work in accordance with Item 10 2 A 1 B Labor costs for employees in the direct employment of the Contractor in the performance of the Work in accordance with Item 10 2 A 2 C Costof equipment furnished and used in completion of the Work in accordance with Item 10 2 A 3 1 Equipment will be eligible for payment when operated and used on a full time basis Equipment is considered to be used full time when the equipment must be manned and ready for use at all times 2 When the Port determines that equipment need not remain at the site continuously payment will be limited to actual hours of use 3 Rental rates for equipment retained on the Work for an extended duration will
231. lue of transportation services provided by non small business lessees not to exceed the value of transportation services provided by small business owned trucks on the contract Additional participation by non small business lessees receives credit only for the fee or commission it receives as a result of the lease arrangement If a recipient chooses this approach it must obtain written consent from the Port Example to this paragraph D 5 small business Firm X uses two of its own trucks on a contract It leases two trucks from small business Firm Y and six trucks from non small business Firm Z Small business credit would be awarded for the total value of transportation services provided by Firm X and Firm Y and may also be awarded for the total value of SUPPLEMENTARY INSTRUCTIONS TO BIDDERS S PDX 13D 056 FTEND DOC 002200 4 E 4 14 15 transportation services provided by four of the six trucks provided by Firm Z In all full credit would be allowed for the participation of eight trucks With respect to the other two trucks provided by Firm Z small business credit could be awarded only for the fees or commissions pertaining to those trucks Firm X receives as a result of the lease with Firm Z For purposes of this paragraph D a lease must indicate that the small business has exclusive use of and control over the truck This does not preclude the leased truck from working for others during the term of the lease with the consent of the small bu
232. ly employed by any of them or for whose acts any of them may be liable Negligence costs include correction of defective Work disposal of material wrongly supplied and making good any damage to property Other overhead or general expense costs of any kind Cost of small tools and supplies Cost of safety programs Cost of warranty work B Subcontract Costs 1 Direct costs shall be as outlined in Item 10 2 A 2 Subcontractors at any tier markups for overhead and profit shall not exceed 15 percent of the direct costs C Contractor s Markup 1 Contractor s markup for overhead and profit shall not exceed the following a b Costs incurred under Item 10 2 A 15 percent Costs incurred under Item 10 2 B 1 No markup allowed on Subcontractor markup 1 First 5 000 10 percent 2 Amount above 5 000 8 percent In no case shall the total markups be greater than 30 percent of the direct cost regardless of the number of subcontract tiers existing No markup is allowed for direct costs listed in Item 10 2 A 4 2 The amount of credit to the Port for a change which results in a net decrease in cost shall be the amount of the actual net decrease plus a deduction in the Contractor s overhead and profit markup by an amount equal to that allowed in the table above 3 When both additions and credits are involved in any one change the adjustment in the Contractor s overhead and profit markup shall be computed on
233. ly excused under the particular circumstances each party shall continue to perform its duties under this Contract while the resolution of a dispute is pending Failure to comply with this requirement shall be a material breach of this Contract ARTICLE 16 MISCELLANEOUS Giving Notice 16 1 When this Contract requires that written notice be given notice shall be deemed valid if it is delivered to the individual who signed the Contract or to the Port s or the Contractor s Representative Notice shall be deemed as delivered if it is A Hand carried to the person to whom it is intended or B Hand carried to an officer of the firm for which it is intended or C Sent by registered or certified Return Receipt Requested mail postage prepaid to the last business address known to the giver of the notice Computation of Time 16 2 Any period of time referred to in this Contract by days shall be computed to exclude the first and include the last day of such period If the last day of any time period falls on a Saturday or Sunday or on a day made a legal holiday by the Law of the applicable jurisdiction such day shall not be included in determining the time period Liability Claims 16 3 Should the Port or the Contractor suffer injury or damage to person or property because of any error omission or act of the other party or of any of the other party s employees contractors or agents or others for whose acts the other party is legally liable
234. machines and other needed office equipment The Port will bear the cost of copying records The Contractor shall allow the Port to interview the Contractor s employees and shall cooperate with the Port in arranging interviews with the Contractor s employees and former employees for the purposes of identifying evaluating verifying or auditing the records described in these requirements For the purpose of these requirements a record may be in any format whatsoever including but not limited to paper photographic or electronic format In those situations where the Contractor s records have been generated from computerized data the Contractor agrees to provide the Port with extracts of data files in a computer readable format on data disks e mail with attached files or suitable alternative computer data exchange formats or devices The Contractor shall require all insurers material suppliers and Subcontractors at any tier to comply with these requirements The Contractor shall be entitled to no extra compensation for complying with these requirements ARTICLE 7 WORK BY OTHERS 7 1 7 2 7 3 7 4 7 5 The Contractor shall afford utility service companies other contractors and Port employees reasonable access to the Work He shall allow storage of material and execution of work by others He shall properly connect and coordinate his Work with work by others Notice will be given to the Contractor prior to the star
235. mation drawings or design details so designated e Test reports certificates warranties calculations valve tag directory equipment nameplate directory and other information which would be required by an owner to be able to operate and maintain that equipment f Recommended spare parts list noting the location of each item and a cross reference to local available sources g Software documentation in a separate user s manual with complete description of all functions including sample written programs and reports po E Cross out non applicable data from the Contractor s standard maintenance operation or software manuals or parts catalogs which include data for other models 1 9 REDLINE AS CONSTRUCTED DRAWINGS A At the start of construction the Port will provide the Contractor with a full size set of drawings for use in recording changes that develop during construction These changes shall be shown on the drawings as redlines using red pencil or pen to indicate the actual installation where it varies appreciably from the installation shown originally 1 Special attention shall be paid to legibility and reproducibility of redline drawings Give particular attention to information on concealed elements which would be difficult to identify or measure and record later Items required to be marked include but are not limited to 4 14 2015 SUBMITTAL PROCEDURES S PDX 13D 056 DIV 01 013300 DOC 013300 5 a Dimensional
236. med and touch up painted Apply prime coat to material which is required to be painted or finished and which has not been prime coated by others Apply each material at not less than the manufacturer s recommended spreading rate to provide a total dry film thickness of not less than 3 0 mils for the coating systems applied under this section Completed Work Match approved samples for color texture and coverage Remove refinish or repaint work not in compliance with specified requirements Observation of Surfaces I Do not apply additional coats until completed coat has been reviewed and approved 2 Only observed coats of paint will be considered in determining number of coats applied Paint surfaces behind furniture the same as similar exposed surfaces Paint surfaces behind permanently fixed equipment or furniture with prime coat only wherever possible 1 Paint interior surfaces where visible through registers or grilles flat non specular black 2 Paint backsides of access panels and removable or hinged covers to match exposed surfaces Sand lightly between succeeding coats Finish door edges tops and bottoms to match faces Refinish whole wall where portion of finish has been damaged or is not acceptable Make edges of paint adjoining other materials or colors clean and sharp without overlapping Exercise care that paint does not lap or splatter onto surfaces scheduled to receive other finishes or which are not to be painte
237. ment Authorization Document containing a photograph Form 1 766 5 In the case of a non immigrant alien authorized to work for a specific employer incident to status a foreign passport with Form 1 94 or Form I 94A bearing the same name as the passport and containing an endorsement of the alien s non immigrant status as long as the period of endorsement has 4 14 2015 AIRPORT SECURITY SAFETY AND OPERATING REGULATIONS S PDX 13D 056 DIV 01 013513 DOC 013513 5 not yet expired and the proposed employment is not in conflict with any restrictions or limitations identified on the form 6 Passport from the Federated States of Micronesia FSM or the Republic of the Marshall Islands RMI with Form I 94 or Form I 94A indicating non immigrant admission under the Compact of Free Association Between the United States and the FSM or RMI b List B documents that establish identity 1 Driver s license or ID card issued by a state or outlying possession of the United States provided it contains a photograph or information such as name date of birth gender height eye color and address 2 ID card issued by federal state or local government agency or entity provided it contains a photograph or information such as name date of birth gender height eye color and address 3 School ID card with a photograph 4 Voter s registration card 5 U S military card or draft record 6 Military dependent s ID card 7 U S Coast Guard
238. mes due the proper officer that represents the Port may pay the amount of the claim to the person that provides the labor or services and charge the amount of the payment against funds due or to become due the Contractor by reason of this Contract E Ifthe Contractor or a first tier Subcontractor fails neglects or refuses to pay a person that provides labor or material in connection with this Contract within 30 days after receiving payment from the Port or the Contractor the Contractor or first tier Subcontractor owes the person the amount due plus interest charges that begin at the end of the 10 day period within which payment is due under ORS 279C 580 3 or 4 and that end upon final payment unless payment is subject to a good faith dispute as defined in ORS 279C 580 5 The rate of interest on the amount due is 9 percent per annum The amount of interest may not be waived Ifthe Contractor or a Subcontractor fails neglects or refuses to pay a person that provides labor or material in connection with this Contract the person may file a complaint with the Construction Contractors Board unless payment is subject to a good faith dispute as defined in ORS 279C 580 5 No person shall be employed for more than ten hours in any one day or 40 hours in any one week except in cases of necessity emergency or where the public policy absolutely requires it and in such cases the employee shall be paid at least time and a half pay 1 For
239. misadventure or casualty caused by the direct immediate and exclusive operation of the forces of nature uncontrolled and uninfluenced by the power of man and without human intervention which could not have been prevented or escaped by any amount of foresight or prudence by any reasonable degree of care or by the aid of any appliances reasonably required under the circumstances A meteorological event including but not limited to cold heat rain snow wind flood or lightning shall be rebuttably presumed not to be an Act of God if it falls within two standard deviations of the mean of records for that event maintained by the U S Weather Bureau for the Portland International Airport at Portland Oregon Addenda Written or graphic instruments issued prior to bid opening which clarify correct or change the bidding documents or this Contract Agreement The written document signed by the parties and incorporating other documents Ambiguities Ambiguities conflicts errors discrepancies or inconsistencies Bid The offer or proposal of the bidder submitted on the prescribed form setting forth the price s for the Work to be performed Change Order A written amendment to this Contract which authorizes an addition deletion or revision to the Work described in this Contract and which may authorize an adjustment in the Contract Price the Contract Time or both Construction Contract Manager An individual authorized in writing by
240. mmon routings coordinate routing Allow sufficient clearance to adequately operate access and maintain all devices without dismantling racks I General Support all piping within 2 feet of change of direction on both sides of fitting J Insulated Pipe Anchors Apply a wet coat of vapor barrier on all butt joints and seal the joints with a minimum of 3 inch wide vapor barrier tape or band END OF SECTION 230529 4 14 2015 HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMNT S PDX 13D 056 CONSULTANT FINAL 230529 HANGERS AND SUPPORTS DOCX 230529 7 SECTION 230545 SEISMIC RESTRAINTS FOR HVAC PIPING AND EQUIPMENT PART 1 GENERAL 1 1 1 2 1 3 4 14 2015 A DESCRIPTION This section describes seismic restraints for piping ductwork conduit and equipment including clamps rods channels struts anchor bolts nuts and accessories REFERENCES AISC American Institute of Steel Construction 1 AISC Steel Construction Manual ASTM American Society for Testing and Materials 1 ASTM A36 Standard Specification for Carbon Structural Steel AWS American Welding Society 1 AWS D1 1 Structural Welding Code Steel 2010 OSSC Oregon Structural Specialty Code QUALITY ASSURANCE The seismic restraint and anchorage of permanent equipment and associated systems listed below to building structure shall be designed to resist the total design seismic force prescribed in the OSSC
241. mptness as to cause no delay in the Work submittals shall be identified as the Port requires and shall be accompanied by the Port s standard submittal form Submittals shall be reviewed and stamped with the approval of the Contractor prior to submittal to the Port A Shop Drawings Maintenance Data and Product Data Seven copies of Shop Drawings and Maintenance Data are required unless otherwise specified Product data shall be submitted electronically unless otherwise specified Data shown in submittal information shall be complete with respect to quantities dimensions material and specified performance and design criteria to allow the Port to verify conformance with this Contract B Samples The Contractor shall submit to the Port for review the specified number of Samples required by this Contract Samples shall be identified clearly as to material manufacturer pertinent catalog numbers and intended use 6 44 The Contractor shall call the Port s attention to any deviations from the requirements of this Contract that the Shop Drawings Product Data Maintenance Data or Samples may have This shall be in writing at the time of submission 6 45 Within 10 business days of actual receipt the Port will stamp date and return each submittal to the Contractor indicating the action to be taken or notify the Contractor of the reason for delay in return The Port s review will be only for conformance with the design concept of the Work an
242. n for the crane to be used in the lift including make model dimensions weights working range diagram and lift capacity chart Include a copy of the crane s current certification 5 A lift analysis including TEMPORARY FACILITIES AND CONTROLS 4 14 2015 015000 4 S PDX 13D 056 DIV 01 015000 DOC a Tabulation of the gross load weight including the weight of all blocks and rigging tackle b Rigging attachment points and special rigging requirements Include a rigging diagram showing the configuration of all rigging to be used in the lift Gross rated capacity of the crane in the configuration specified d Calculation of the percentage of the crane s rated capacity at which the lift will be made e Crane imposed loads 1 Axle loads of crane in transit configuration 2 Outrigger loads at load radius in the configuration that produces the greatest load effect on any one outrigger 3 If required by the Port provide calculations signed and stamped by a structural engineer licensed in the State of Oregon showing these loads do not exceed Port design criteria of lift site and access route 6 A list of all personnel involved and a copy of their National Commission for the Certification of Crane Operators NCCCO certifications if applicable Designate one qualified person to supervise and manage all lift activities 7 A communications plan detailing methods of communication to be used with personnel operating the crane Pro
243. n the cover of the signed project manual 6 PRIME CONTRACT AMOUNT Indicate the total dollar amount of the prime contract 7 REQUEST FOR PAYMENT PERIOD Indicate the time periods for reported payments Subcontractor payment period should be for the month preceding the prime Contractor s payment period 8 REPORT DATE Indicate the date report is being filed Also indicate if this is the Contractor s final request for payment 9 ALL FIRST TIER SUBCONTRACTORS UTILIZED Names of first tier Subcontractors Subcontractors do not include firms serving as suppliers only 10 TYPE OF WORK Briefly describe Subcontractor s work i e landscaping electrical paving etc 11 ORIGINAL SUBCONTRACT AMOUNT Indicate the dollar amount for each subcontract at time of award 12 AMENDED SUBCONTRACT AMOUNT This amount should be the total dollar value original subcontract amount plus any additions or deletions of the subcontract 13 AMOUNT PAID THIS PAYMENT PERIOD This amount should be the dollar amount paid to the Subcontractor this payment period 14 TOTAL PAID TO DATE This amount should be the total dollar amount paid to the Subcontractor to date COMMENTS Include explanation if any payment amounts made to the Subcontractor are less than requested by the Subcontractor REV 1 7 05 S MASTERS FORMS GCS 6_SUBPAYMENTUTILIZATIONREPORT DOC PORT OF PORTLAND APPRENTICE UTILIZATION PLAN PROJECT NAME PRIME CONTRACTOR CONTACT
244. ncipal Name Address Telephone Surety Name Address Telephone Obligee The Port of Portland 7200 N E Airport Way P O Box 3529 Portland Oregon 97208 Agreement Principal has entered into a contract Contract with Obligee for the following project By this reference the Contract is made a part of this bond Subject to the provisions of this bond Principal and Surety and their respective heirs executors administrators successors and assigns are jointly and severally held and firmly bound unto Obligee for the use and benefit of claimants as defined below in an amount equal to the total amount of the Contract or to the guaranteed maximum price if the Contract is a guaranteed maximum price contract The foregoing obligation shall be void if Principal promptly pays all claimants for all labor and material supplied for the prosecution of the work provided for in the Contract including but not limited to warranty and maintenance work required under the Contract For the purposes of this bond a claimant is any person who has a right of action against a payment bond under ORS 279C 600 to 279C 625 Surety waives any right it may have to notice of changes in the Contract agreed to by Principal and Obligee including but not limited to changes that increase the total amount of the Contract or the guaranteed maximum price if the Contract is a guaranteed maximum price contract
245. nd material G The Contractor disregards Laws ordinances rules regulations or orders of any public body having jurisdiction including without limitation ordinances adopted by the Port and referenced in this Contract and the rules and regulations adopted by the Port s Executive Director or his designee H The Contractor disregards the authority of the Port I Contractor otherwise violates in any substantial way any provision of this Contract 14 5 The Port may after giving the Contractor and his surety a 7 day written notice 1 terminate this Contract for default 2 exclude the Contractor from the site 3 take possession of the site and the Contractor s tools appliances construction equipment and machinery at the site and use the same to the full extent they could be used by the Contractor without liability to the Contractor for trespass or conversion 4 incorporate in the Work material stored at the site or for which the Port has paid the Contractor but which is stored elsewhere 5 finish the Work as the Port may deem expedient and 6 obtain an assignment of some or all of the subcontracts and purchase orders relating to the uncompleted Work By executing this Contract the Contractor consents to the assignment of those subcontracts and purchase orders in the event of termination of this Contract pursuant to this article In such case the Contractor will not be entitled to receive any further payment until the Work is fini
246. nd to enter into the resulting contract that may be awarded together with corporate resolutions if applicable INSTRUCTIONS TO BIDDERS S MASTERS STANDARDCONTRACTDOCS IBS DOC 002100 5 15 3 evidencing corporate authority to participate as a joint venture or partner A contact person must also be designated for purposes of receiving all notices and communications under the contract All partners and joint venturers will be required to sign the Agreement If the bidder fails to execute the Agreement give satisfactory evidence of insurance and furnish the bonds within 10 days after the Port s written notice the bid security shall be forfeited in accordance with the applicable statute The Port may extend the time for delivery of the executed contract documents If the Port extends the time for delivery of the executed contract documents at the successful bidder s request the Port may Extend the time see NOTICE TO PROCEED below within which to issue a Notice to Proceed by an equivalent number of days or Reduce the contract duration period see the Bid and the Agreement by an equivalent number of days ARTICLE 16 NOTICE TO PROCEED 16 1 Within 45 days after delivery of the fully executed Agreement to the successful bidder the Port will issue Notice to Proceed The Notice to Proceed will state the dates 1 on which the Contractor may begin the work 2 by which the Contractor is required to attain substantial completion
247. ndard equipment rates or rental invoices Rates charged shall not exceed the rates established by the Rental Rate Blue Book c The amount to be paid to the Contractor for the use of equipment as set forth above will constitute full compensation for the cost of fuel power oil lubricants supplies small tools small equipment necessary attachments repairs and maintenance of any kind depreciation storage insurance labor except for equipment operators and any and all costs incidental to the use of the equipment 4 Direct costs shall not include GENERAL CONDITIONS Rev 05 14 007200 26 S MASTERS STANDARDCONTRACTDOCS GCS DOC h Payroll costs and other compensation of the Contractor s officers executives principals of partnerships and sole proprietorships general managers engineers architects estimators lawyers auditors accountants purchasing and contracting agents expeditors timekeepers clerks superintendents and foremen and similar administrative personnel These costs shall be considered administrative costs covered by the Contractor s markup Expense of the Contractor s principal and branch offices other than the Contractor s office at the site Any part of the Contractor s capital expenses Interest on the Contractor s capital employed for the Work Charges against the Contractor for delinquent payments Costs due to the negligence of the Contractor any Subcontractor or anyone directly or indirect
248. nels according to manufacturer s recommendation Place side laps over adjacent panel and mechanically seam or stitch fastener per erection guidelines Provide expansion joints where required Install sealant and gaskets to prevent weather penetration Install system free of rattles noise due to thermal movement and wind whistles Seal wall and roof accessories watertight and weathertight with sealant in compliance with building manufacturer s standard procedures Rigidly support and secure downspouts Joint lengths with formed seams sealed watertight Flash and seal gutters to downspouts Tolerances 1 Framing Members 1 4 inch from level 1 8 inch from plumb 2 Racking 1 8 inch from true position Provide shoring to maintain position prior to cladding installation FIELD QUALITY CONTROL Testing by Contractor 1 Provide any required testing or special inspection as required to validate construction Testing by the Port STEEL BUILDING SYSTEM S PDX 13D 056 CONSULTANT FINAL 133419 STEEL BUILDING SYSTEM DOCX 133419 7 3 5 High Strength Bolted Connections Specification for Structural Joints Using ASTM A 325 Welded Connections ASW Visual inspection of 100 percent of welds General Testing For materials and installed tolerances REPLACEMENT SHEET METAL ROOF PANELS Where indicated on the drawings replace deteriorated and damaged roof panels in the following Manner 1 Utilizing equipment des
249. nfirmation of 004337 1 Document 005200 Agreement 2 creto ertet cereo eost eL den ere 005200 1 Document 006100 Performance Bond essen enne nre 006100 1 Document 006101 Labor and Material Payment Bond eere 006101 1 Document 007200 General Conditions eese nre 007200 1 Document 007300 Supplementary Conditions sees 007300 1 Document 007346 Wage Rates essere nennen 007346 1 SPECIFICATIONS GROUP GENERAL REQUIREMENTS SUBGROUP DIVISION 1 GENERAL REQUIREMENTS Section 011100 Summary of Work 013100 Project Management and Coordination 013200 Construction Progress Documentation 013300 Submittal Procedures 013513 Airport Security Safety and Operating Regulations 014500 Quality Control 015000 Temporary Facilities and Controls 015719 Environmental Construction Controls 017000 Execution Requirements 017419 Construction Waste Recycling 017700 Closeout Procedures 4 14 15 TABLE OF CONTENTS S PDX 13D 056 FTEND DOC 000110 1 FACILITY CONSTRUCTION SUBGROUP DIVISION 5 METALS Section 055000 Metal Fabrications DIVISION 7 THERMAL AND MOISTURE PROTECTION Section 074100 Metal Panel Roof Repairs 076200 Sheet Metal Flashing and Trim 077200 Roof Accessories DIVISION 8 OPENINGS Section 083613 Sectional Doors 085313 Windows
250. nications may include Contract enforcement and interpretation If any communication from the Port appears that it will result in a change in Contract Time or Contract Price the Contractor shall request that the issue be presented in writing Rev 05 14 GENERAL CONDITIONS S MASTERS STANDARDCONTRACTDOCS GCS DOC 007200 3 Copies of Project Manual and Drawings 2 4 The Port will furnish to the Contractor up to six copies of the project manual and Drawings for execution of the Work Additional copies will be furnished upon request at the cost of reproduction Commencement of Contract Time 2 5 The Contract Time will commence to run on the Work Start Date stated in the Notice to Proceed Unless provided otherwise by the Agreement the Work Start Date may be any date within 45 days after the Port delivers the executed Contract to the Contractor Starting the Work 2 6 Contractor may start to perform the Work on the Work Start Date stated in the Notice to Proceed Before Starting Construction 2 7 Generally a preconstruction meeting to establish a working understanding among the parties will be held before the Contractor begins the Work Procedures will be established for operations coordination and administrative communication for matters such as submittals clarifications and interpretations and Change Orders and for processing applications for payment At this meeting the Contractor shall submit to the Port for review a prelimina
251. not count toward small business goals B When a small business performs as a participant in a joint venture count a portion of the total dollar value of the contract equal to the distinct clearly defined portion of the work of the contract that the small business performs with its own forces toward small business goals Count expenditures to a small business contractor toward small business goals only if the small business is performing a commercially useful function on that contract 1 A small business performs a commercially useful function when it is responsible for execution of the work of the contract and is carrying out its responsibilities by actually performing managing and supervising the work involved To perform a commercially useful function the small business must also be responsible with respect to materials and supplies used on the contract for negotiating price determining quality and quantity ordering the material and installing where applicable and paying for the material itself A small business does not perform a commercially useful function if its role is limited to that of an extra participant in a transaction contract or project through which funds are passed in order to obtain the appearance of small business participation If a small business does not perform or exercise responsibility for at least 30 percent of the total cost of its contract with its own work force or the small business subcontracts
252. nowledge of or reason to know of the facts upon which the claim is based The statement of claim shall recite the facts upon which the claim is based and shall include copies of all documentary evidence in support of the claim Within 15 Calendar Days after receiving a claim the Port will respond in writing stating whether the claim is allowed partially allowed or denied If the Contractor disputes the action taken by the Port the Contractor shall deliver a written notice of dispute to the Port within 15 Calendar Days after the Contractor receives the Port s written response to the claim The written notice of dispute shall be entitled Notice of Dispute A claim shall be barred if the Contractor fails to comply with the foregoing notice of dispute requirement or fails to timely deliver the notice of dispute to the Port The parties shall attempt to resolve all disputes by negotiation Negotiation shall be initiated at the earliest opportunity Each party shall freely share unprivileged information requested by the other and shall make a good faith effort to ensure that all relevant issues are fully developed and fairly presented to the other side If a dispute is not resolved through negotiation between the Contractor and the Port the parties shall submit the dispute to mediation Either party may request mediation The requesting party shall suggest an independent mediator with the request for mediation If the parties cannot agree upon a me
253. nperformed Work and will not be entitled to payments in excess of the amount determined by multiplying the percentage of the Work actually and acceptably completed by the Contract Price as adjusted If this Contract is terminated for default and it is subsequently determined through mediation arbitration or litigation that the termination was improper this Contract shall be treated as if it had been terminated for the convenience of the Port and the Contractor shall be entitled to payment under the provisions of this paragraph In the event of a termination for convenience the Contractor remains liable for all elements of the Work actually performed by the Contractor or Subcontractors or those for whom any of them are responsible regardless of whether a such performance occurred before or after the effective date of termination or b the Port provided an opportunity to cure The Contractor s liability includes but is not limited to liability for having performed all Work according to the Contract Documents industry standards and the other standards incorporated in this Contract The Contractor also remains liable for all representations warranties and guarantees to the extent applicable to the Work performed ARTICLE 15 DISPUTE RESOLUTION 15 1 15 2 15 3 15 4 If the Contractor wishes to assert a claim he shall submit to the Port a written statement of the claim within 30 Calendar Days after the Contractor first has k
254. ns he will employ to bring work back on schedule CONTRACT SCHEDULE REVISIONS Proposed revisions to the accepted contract schedule shall be submitted to the Port on a separate fragnet for review and acceptance prior to incorporation into the current contract schedule This fragnet must clearly outline the impact of the revision within the context of the contract schedule Each proposed revision shall be submitted with the following minimum components 1 A CPM Network Diagram showing revised and affected activities 2 An Activity Report and Predecessor Successor Report for all revised and affected activities CONTRACT TIME ADJUSTMENTS Float is not for the exclusive use or benefit of either the Port or the Contractor Extensions of time for contract performance as specified in the contract will be granted only to the extent that time adjustments to the affected work items exceed the total float time along the affected path s of the contract schedule current at the time of the delay AS BUILT SCHEDULE AND DOCUMENTATION Within 15 days after substantial completion the Contractor shall submit for the Port s acceptance a final as built CPM Network Diagram SUSPENSION OF PAYMENTS If the Contractor fails at any time to submit a schedule or update as noted above the Port reserves the right to suspend progress payments wholly or in part until the Contractor submits a schedule which is accepted by the Port END OF SECTION 013200 CONSTR
255. nt through the Last End Date Exceptions if any I declare under penalty of perjury under the laws of the State of Oregon that the foregoing is true and correct CONTRACTOR S REPRESENTATIVE By Signature Printed Name Title Date REV 10 25 11 S MASTERS FORMS GCS 4_WAIVERCLAIMSDATE DOC PORT OF PORTLAND CONTRACTOR SAFETY INFORMATION Page 1 of 2 Project Name Project Number Prime Contractor Scope of Work Summary Include location s Potential Work Hazards Concerns Identified check ALL that apply Fall Exposure Traffic Control Scaffolding Excavation Chemicals Ladders Confined Space Entry Crane Rigging Aerial Lift Electrical Demolition Airborne Contaminants Dust Hazardous Energy Lockout Tagout Public Safety High Noise Asbestos Lead Hot Work Fire Hazard Painting Note Attach any company safety programs policies or procedures that will apply to your work at the Port Please note any Port facilities safety related information you request that relates to your work at the Port REV 5 25 04 S MASTERS FORMS GCS 5_CONTRACTORSAFETYINFO DOC PORT OF PORTLAND Responsible Persons CONTRACTOR SAFETY INFORMATION Page 2 of 2 List Competent Person s responsible ON SITE to monitor work performed on this p
256. ntract or 3 not meeting the requirements of any inspection test or approval required by this Contract or federal state or local law Drawings or Plans The graphic representations which show the character and scope of the Work to be performed which have been prepared or approved by the Port and which are expressly incorporated into this Contract Final Acceptance The Port s written acknowledgment that the Work has been fully completed and all Contract required documentation has been received and accepted He Him His Used solely for legibility and ease of writing and applies equally to both genders Law Any statute rule regulation ordinance or order of any federal state or local government including but not limited to ordinances and resolutions adopted by the Board of Commissioners of the Port of Portland and rules and regulations adopted in accordance with those ordinances and resolutions Maintenance Data Manufacturer s catalog information shop drawings installation operation and maintenance manuals and other information needed for operating troubleshooting preventive maintenance repair restoration or overhaul of materials products systems and equipment furnished or provided by the Contractor Notice to Proceed A written notice given by the Port to the Contractor fixing the Contract Time and designating a date on which the Contractor is authorized to begin the Work Owner The Port of Portland
257. ntractor and in making changes to this Contract or in the provisions of any other affected contract with the Port for work If the cost of the Work is reduced by the acceptance of any substitute item after subtracting the reimbursement cost for Port evaluation the Port agrees to pay 50 percent of the savings to the Contractor via a Change Order The Port is not obligated to GENERAL CONDITIONS S MASTERS STANDARDCONTRACTDOCS GCS DOC 007200 11 review proposals for substitute construction methods or procedures if the evaluation of such substitution appears more costly than the savings or if such substitution otherwise appears not to be in the Port s best interests Concerning Subcontractors 6 14 6 15 6 16 6 17 All subcontracts shall be subject to the provisions of this Contract insofar as applicable Subcontractors and suppliers shall be subject to disapproval of the Port If the Port has reasonable objection to any of these the Contractor shall submit an acceptable substitute The Contractor will not be required to employ anyone against whom he has reasonable objection The Contractor is responsible for 1 all acts and omissions of his Subcontractors 2 persons and organizations directly or indirectly employed by his Subcontractors 3 persons and organizations for whose acts any of his Subcontractors may be liable and 4 scheduling and coordinating the work of Subcontractors suppliers and other individuals or entities p
258. nts For installation procedures and requirements not addressed in manufacturer s written instructions comply with installation requirements in ASTM E 2112 Install windows level plumb square true to line without distortion anchored securely in place to structural support and in proper relation to wall flashing and other adjacent construction to produce weathertight construction FIELD QUALITY CONTROL Testing Agency The Port will engage a qualified testing agency to perform tests and inspections 1 Testing and inspecting agency will interpret tests and state in each report whether tested work complies with or deviates from requirements Testing Services Testing and inspecting of installed windows shall take place as follows 1 Testing Methodology Testing of windows for water resistance shall be performed according to AAMA 501 2 09 Follow AAMA requirements for testing operable windows 2 Air Infiltration Testing a Test Pressure None 3 Water Resistance Testing a Test Pressure None b Allowable Water Infiltration No water penetration 4 Testing Extent Three windows of each type as selected by the Port and a qualified independent testing and inspecting agency Windows shall be tested after perimeter sealants have cured 5 Test Reports Prepared according to AAMA 501 2 09 Remove and replace noncomplying windows and retest as specified above VINYL WINDOWS SAPDX 13D 056 CONSULTANT FINAL 085313 VINYL WINDOWS
259. nts in effect at the time this project is advertised are the rates that shall apply for the duration of the work OREGON BUREAU OF LABOR AND INDUSTRIES Brad Avakian Commissioner Bureau of Labor and Industries Effective January 1 2015 4 14 15 WAGE RATES S PDX 13D 056 FTEND DOC 007346 1 SECTION 011100 SUMMARY OF WORK PART 1 GENERAL 1 1 DESCRIPTION A work includes but is not limited to 1 Replacement of exterior Z purlins supporting roof and screen wall modifications to screen walls and screen wall mounting gutter and downspout modifications roof access enhancements rerouting of existing interior heating flues through roofing general roof repair and coating of deteriorating through fastened structural roof panels sectional door repairs and selected window replacements Specific work by location includes but is not limited to the following a East Cargo Center 1 2 3 4 5 6 7 Remove and replace all exterior Z purlins supporting roof and screen wall at the gutter edges utilization of the existing building frame for jacking and temporary support will be permitted Install metal panel rib stiffeners in ribs at roof overhang where panel overlaps do not occur and where indicated on the drawings Clean existing gutters of debris seal seams and install new downspouts and outlets in bottom of gutter Fabricate and install ground based exterior roof access ladder with protectiv
260. ny Subcontractor or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable and are not compensated for by insurance recovery Losses damages and related expenses shall include settlements made with the written consent and approval of the Port No such losses damages and related expenses shall be included in the force account cost for the purpose of determining the Contractor s markup for overhead and profit If however any such loss damage and related expense requires reconstruction and the Contractor is placed in charge thereof the Contractor shall be paid for services in accordance with Item 10 4 G The cost of utilities fuel and sanitary facilities at the site Minor expenses in connection with the Work such as long distance telephone calls telephone service at the site expressage and petty cash items Rental of all the Contractor owned and operated power tools and equipment which the Port approves for use F Force account method shall not include Rev 05 14 GENERAL CONDITIONS S MASTERS STANDARDCONTRACTDOCS GCS DOC 007200 29 Payroll costs and other compensation of the Contractor s officers executives principals of partnerships and sole proprietorships general managers engineers architects estimators lawyers auditors accountants purchasing and contracting agents expeditors timekeepers clerks superintendents and foremen and similar administrative personnel
261. o not leave the engine running on an unattended vehicle 13 Park unattended vehicles clear of service and perimeter roads 14 Loads being carried shall be contained by sufficient means to assure no loss of any portion of the load E Vehicles within the Restricted Area shall display professionally manufactured company identification markings on both sides of the vehicle In accordance with FAA AC 150 5210 20 decals corporate signs or company logos shall be at least 12 inches in diameter square Lettering shall be at least 2 inches in height with contrasting background color Vehicles shall also be equipped with headlights taillights and flashers that shall be used between sunset and sunrise or when visibility is low AIRPORT SECURITY SAFETY AND OPERATING REGULATIONS 4 14 2015 013513 10 S PDX 13D 056 DIV 01 013513 DOC F Vehicles which operate unescorted within the Restricted Area but outside the work area shall be equipped with an omni directional amber flashing light mounted above the cab which can be seen from a distance of 300 feet and which shall be used whenever the vehicles is within the Restricted Area Such vehicles shall be operated by personnel possessing authorized PDX security badges and Port driving permits G outside the work area all Contractor personnel vehicle and equipment movement within the airside security fence shall be under control of the Contractor s personnel authorized by the Port to perform escor
262. o notify the Port in writing immediately and shall not proceed pursuant to that requirement or direction until the Port directs the Contractor to proceed In the event of a sudden spill or discharge of hazardous material as a result of actions related to this Contract by the Contractor or the Contractor s Subcontractor or agent the Port may take action including contracting for control or cleanup of the spill or discharge unless the Contractor takes immediate appropriate action If the Port takes action pursuant to this paragraph the Port may recover from the Contractor all reasonable cost necessarily incurred in effecting the control and cleanup of the spill or discharge Regardless of who undertakes the cleanup or control of the spill or discharge the methods used shall be subject to the approval of the Port GENERAL CONDITIONS S MASTERS STANDARDCONTRACTDOCS GCS DOC 007200 17 Taxes 6 30 The Contractor shall pay or ensure payment of sales consumer use and other similar taxes required of the Contractor or any Subcontractor under any Law with respect to performance under this Contract Use of Premises 6 31 The Contractor shall confine equipment the storage of material and the operations of workers to areas permitted by this Contract The Contractor shall not unreasonably encumber the premises with equipment or material 6 32 During the progress of the Work the Contractor shall keep the premises free from accumulations of waste m
263. oating system shall not crack craze split blister or delaminate and shall remain watertight SUBMITTALS Product Data For each product indicated Shop Drawings Show extent of coating system Include details for treating substrate joints flashings roof penetrations and other termination conditions Material Test Reports For coating system Material Certificates For coating system signed by manufacturers METAL PANEL ROOF REPAIRS IPRC files R3090 03 Design Specs 60 Review 074100 1 1 5 1 6 Maintenance Data For coating system to include in maintenance manuals Identify substrates of coating system applied Include recommendations for periodic inspections cleaning care maintenance and repair of coating system Samples for Verification For each type of exposed finish required prepared on Samples of size indicated below 1 Metal Roof Panels 12 inches long by actual panel width Include fasteners clips battens closures and other metal roof panel accessories 2 Trim and Closures 12 inches long Include fasteners and other exposed accessories 3 Accessories 12 inch long Samples for each type of accessory Warranty Special warranty specified in this Section PRECONSTRUCTION TESTING Prior to application of coating system field testing of coating system adhesion shall be performed in accordance with ASTM D3359 Standard Test Method for Measuring Adhesion by Tape Test 1 Test method A shall be util
264. ocity pressure of 20 Ibf sq ft acting inward and outward 2 Testing According to ASTM E 330 3 Deflection Limits Design sectional doors to withstand design wind loads without evidencing permanent deformation or disengagement of door components a Deflection of door sections in horizontal position open shall not exceed 1 120 of the door width b Deflection of horizontal track assembly shall not exceed 1 240 of the door height 2 3 DOOR ASSEMBLY A Steel Sectional Door Sectional door formed with hinged sections and fabricated according to DASMA 102 unless otherwise indicated SECTIONAL DOORS 4 14 2015 083613 2 S PDX 13D 056 CONSULTANT FINAL 083613 SECTIONAL DOORS DOCX 2 4 2 5 4 14 2015 Operation Cycles Door components and operators capable of operating for not less than 20 000 match cycle crating of adjacent components One operation cycle is complete when a door is opened from the closed position to the fully open position and returned to the closed position Steel Sections Zinc coated galvanized steel sheet with G90 zinc coating l Section Thickness Match existing thickness 2 Exterior Face Steel Sheet Thickness No less than 0 028 inch nominal coated thickness Match existing exterior face thickness a Surface Flat b Surface Manufacturer s standard grooved 3 Insulation Formed in place match existing 4 Interior Facing Material Zinc coated galvanized steel sheet with a nominal coated thic
265. od of attaching roof accessories to roof or building structure 3 Other roof mounted items including fall restraint or arrest equipment QUALITY ASSURANCE Sheet Metal Standard Comply with SMACNA s Architectural Sheet Metal Manual details for fabrication of units including flanges and cap flashing to coordinate with type of roofing indicated DELIVERY STORAGE AND HANDLING Pack handle and ship roof accessories properly labeled in heavy duty packaging to prevent damage PROJECT CONDITIONS Field Measurements Verify required openings for each type of roof accessory by field measurements before fabrication and indicate measurements on Shop Drawings ROOF ACCESSORIES S PDX 13D 056 CONSULTANT FINAL 077200 ROOF ACCESSORIES DOCX 077200 1 1 6 A COORDINATION Coordinate layout and installation of roof accessories with roofing membrane and base flashing and interfacing and adjoining construction to provide a leakproof weathertight secure and noncorrosive installation PART 2 PRODUCTS 2 1 MANUFACTURERS A Manufacturers Subject to compliance with requirements provide products by one of the manufacturers listed in other Part 2 articles 2 2 MISCELLANEOUS MATERIALS A Wood Nailers Softwood lumber pressure treated with waterborne preservatives for aboveground use complying with AWPA C2 not less than 1 1 2 inches thick B Fasteners Same metal as metals being fastened or nonmagnetic stainless steel or other non
266. on channels with rust resistant finish Provide all necessary supporting steel 1 Channels Unistrut with electro chromate finish or pre bid approved equal E Hanger Spacing Provide hangers at minimum spacing in accordance with Chapter 41 2010 ASHRAE Guide and as follows 1 Steel Pipe Copper Tubing For straight runs of horizontal piping with no concentrated loads such as valves flanges expansion joints or other components Sections of piping with concentrated loads will have to be considered carefully and a determination made as to appropriate spacing and rod size for the given situation 4 14 2015 HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMNT S APDX 13D 056 CONSULTANT FINAL 230529 HANGERS AND SUPPORTS DOCX 230529 5 Pipe Size Max Span Max Span Steel Copper Rod Size 1 and smaller 7 feet 5 feet 3 8 1 1 4 to 2 8 feet 8 feet 3 8 2 1 2 to 3 11 feet 9 feet 1 2 4 to 5 14 feet 10 feet 1 2 6 17 feet 12 feet 5 8 8 19 feet 14 feet 7 8 10 20 feet N A 7 8 12 20 feet N A 7 8 14 20 feet N A 1 16 20 feet N A 1 18 20 feet N A 1 1 4 20 20 feet N A 1 1 4 24 20 feet N A 1 1 2 2 Maximum Rod Load Below are maximum loads for hanger rods based on Chapter 41 of ASHRAE Guide and as follows for ASTM A36 with a safety factor of 5 Nominal Rod Diameter Load 3 8 610 pounds 1 2 1 130 pounds 5 8 1 810 pounds 3 4 2 710 pounds 7 8 3 770 pounds 1 4 960 pounds 1 1 4 8 000 pounds 1 1 2 11 630 pound
267. ons not more than 24 inches high and of indicated thickness Roll horizontal meeting edges to a continuous interlocking keyed rabbeted shiplap or tongue in groove weather resistant seal with a reinforcing flange return 2 For insulated doors provide sections with continuous thermal break construction separating the exterior and interior faces of door Section Ends and Intermediate Stiles Enclose open ends of sections with channel end stiles formed from galvanized steel sheet not less than 0 064 inch nominal coated thickness and welded to door section Provide intermediate stiles formed from not less than 0 064 inch thick galvanized steel sheet cut to door section profile and welded in place Space stiles not more than 48 inches apart Reinforce bottom section with a continuous channel or angle conforming to bottom section profile Reinforce sections with continuous horizontal and diagonal reinforcement as required to stiffen door and for wind loading Provide galvanized steel bars struts trusses or strip steel formed to depth and bolted or welded in place Provide reinforcement for hardware attachment Board Thermal Insulation Insulate interior of steel sections with door manufacturer s standard polystyrene or polyurethane board insulation with maximum flame spread and smoke developed indexes of 75 and 450 respectively according to ASTM E 84 or with glass fiber board insulation Secure insulation to exterior face sheet
268. ontractor may request final payment after receipt of Final Acceptance The Contractor shall request final payment following the procedure for progress payments 13 16 Upon receipt of the Contractor s request for final payment the Port will within 15 days review the request and recommend payment or respond in writing to the Contractor with the reasons the Port is requiring resubmittal of the request before it can be approved The Contractor shall make the necessary corrections and resubmit the request Contractor s Continuing Obligation 13 17 The Contractor s obligation to perform and complete the Work in accordance with this Contract shall be absolute and cannot be waived in whole or in part by the Port except by express written instrument signed by an authorized Port representative Any such waiver will specifically identify the Work that the Port is willing to accept and the manner in which that Work fails to meet the original requirements of the Contract Accordingly and by way of example only none of the following will constitute acceptance of Work not in accordance with this Contract or release the Contractor from obligation to perform the Work in accordance with this Contract regardless of whether any defect deficiency or damage is patent or latent Any act of acceptance by the Port except in an express written instrument as described above Any correction by the Port of Defective Work Use operation or occupancy of the Work or an
269. operations under this Contract See General Conditions Item 5 4 B Delete the first sentence and replace with The Contractor and any vendor delivering materials to the construction site which involves active airfield access at PDX shall provide business automobile liability insurance in an amount not less than 5 000 000 per occurrence primary or combined primary and excess insurance to protect against liability arising from the use loading and unloading of all of the Contractor s owned hired and non owned automobiles in connection with this Contract CITY OF PORTLAND FACILITIES PERMIT This project is subject to the Facilities Permit Program of the City of Portland Delete General Conditions Item 6 20 in its entirety Building Permit The Port will submit plans with the Facility Plan Intake form to the City of Portland facility program supervisor for review and issuance of the building permit The Contractor shall submit the appropriate application s i e plumbing mechanical electrical etc to the City of Portland facility program supervisor for review and issuance of respective permit s prior to commencement of work All plan review and inspection fees will be billed to and paid by the Port Traditional permit fees will not be charged APPRENTICE UTILIZATION PROGRAM AND MONTHLY WORKFORCE REPORTING Contractors awarded construction contracts over 500 000 shall 1 Submit an apprentice utilization plan to the Port a
270. or s work progress schedule The Port may also request acceleration of the Work instead of adjustment of the completion date If the Port requests acceleration of the Work the Port will pay an agreed upon reasonable cost resulting from the directed acceleration of the Work Work covered by a Change Order may require a Contract Time extension or reduction The amount of time extension or reduction will be agreed upon by the Contractor and the Port as part of the negotiation of the Change Order ARTICLE 12 WARRANTY TESTS AND INSPECTIONS CORRECTION REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK Tests and Inspections 12 1 The Port will pay the cost of acceptance inspections tests and approvals unless otherwise specified 12 2 The Contractor shall A Beresponsible for compliance with laws ordinances rules regulations codes and orders of any public body having jurisdiction over inspection testing or approval of the Work The Contractor shall arrange for obtain and pay for such inspections tests approvals and related fees B Give the Port and appropriate inspection and approval authorities timely notice of readiness of the Work for required inspections tests or approvals C Furnish the Port the required certificates of inspection testing and approval from inspection or approval authorities D Be responsible for inspection or testing required for the Port s acceptance of a manufacturer fabricator supplier or distributor of ma
271. or payment required for all subsequent applications for payment Construction Contracts Manager Approved Date Site Waste Recycling Form if applicable Disapproved Date Monthly Workforce Report if applicable By ESPC Inspection Records if applicable Date Contractor s Representative REV 7 13 S MASTERS FORMS GCS 1_CONTRACTORSREQPA YMENT DOC PORT OF PORTLAND Bid Item Payment Summary Project Title Contractor App No Port EAN AIP No Page of Project No Bid Item BID Complete To Date Complete This Period No Description Quantity Unit Unit Price Item Total Quantity Item Price Quantity Item Price REV 5 25 04 S Masters Forms GCs 2_BidltemPaymentSumm xls PORT OF PORTLAND Change Order Payment Summary Project Title Contractor App No Port EAN AIP No Page of Project No CO CC Unit Item Complete To Date Complete This Period No No Description Quantity Unit Price Total Quantity Item Price Quantity Item Price REV 5 25 04 S Masters Forms GCs 3_ChangeOrderPaymentSumm xls R PORT OF PORTLAND APPLICATION NO PAGE OF WAIVER OF CLAIMS TO DATE the Contractor and the Port of Portland Port have entered into an agreement Agreement for the construction of a certain improvements project at commonly referred to as the Project
272. or shall continue performance of the Work including the change during the negotiation of the Change Order even if a dispute arises which delays or prevents agreement on the terms and conditions of the Change Order 9 8 Change Order shall constitute an accord and satisfaction with respect to issues related to changes in the Contract Price or the Contract Time The Change Order shall be deemed to contain all the costs and credits relating to changes in the Work and effects on the unperformed or unchanged Work If the Contractor contends that inefficiency and cumulative impacts cannot be accurately assessed at the time the Change Order is to be signed the Contractor shall give the Port notice of a potential inefficiency or cumulative impact claim as soon as the Contractor suspects grounds for the claim exists and shall submit evidence thereof at the first reasonable opportunity 9 9 No payment will be made for additions deletions or revisions to the Work until a Change Order has been executed 9 10 Additional work performed without written direction from the Port or authorization by a Change Order will not entitle the Contractor to an increase in the Contract Price or an extension of the Contract Time Emergencies as provided in Item 6 42 are an exception ARTICLE 10 CHANGE OF CONTRACT PRICE Contract Price Adjustment Methods 10 1 contract price adjustment for the changes in the Work will be made in accordance with one or a comb
273. ork 2 Sand rough edges of bare areas to feather edge at adjacent sound paint before priming D Existing Gypsum Board Walls and Ceilings 1 Bring to attention of appropriate trades in timely manner broken and disintegrated wallboard or areas with major damage or holes 2 Fill cracks and defects with spackle Swedish putty or approved patching plaster vinyl base spackle may be used at gypsum board Apply texture as required to match existing adjacent surfaces 3 Prime bare filled and patched surfaces with primer specified 4 14 2015 PAINTING S APDX 13D 056 CONSULTANT FINAL 099 100 PAINTING DOCX 099100 5 3 4 3 5 PAINTING 099100 6 A B APPLICATION Paint materials may be applied to fields of walls ceilings and painted doors with rollers or airless spray equipment Brush paint other work except as specifically indicated 1 Doors a Where silk screened signage is applied to painted doors as specified elsewhere apply paint to doors with airless spray equipment b Lay off other painted doors with roller of acceptable texture after application of paint 2 Apply each coat evenly without brush marks skipped or missed areas and without sags runs or other blemishes 3 Where spray application is permitted spray each coat without streaking lapping or pile up of paint and lay off with roller for light stippled surface except as noted Omit first coat primer on metal surfaces which have been shop pri
274. orm to gutter profile and downspout 1 Rivet and solder all joints watertight 2 Material 24 gauge stainless steel Closure Flashing Fabricate Z closure or end closures in longest lengths practical cut and profiled to contour metal roof and wall panels 1 Material 24 gauge precoated galvanized steel 2 Joint Style Lapped and sealed 3 Color Match adjacent Signage Fabricate in one piece rectangular with rounded corners 1 Material 24 gaguge precoated galvanized steel 2 Color Royal Blue Jamb Flashing Fabricate in one piece with profiles as shown 1 Material 24 gauge precoated galvanized steel 2 Joint Style Lapped and sealed 3 Color Match adjacent Sill Flashing Fabricate in one piece with profiles as shown 1 Material 24 gauge precoated galvanized steel 2 Joint Style Sealed 3 Color Match adjacent Head Flashing Fabricate in one piece with profiles as shown 1 Material 24 gauge precoated galvanized steel 2 Joint Style Lapped and sealed 3 Color Match adjacent FINISHES Comply with NAAMM s Metal Finishes Manual for Architectural and Metal Products for recommendations for applying and designating finishes SHEET METAL FLASHING AND TRIM 4 14 2015 076200 6 S PDX 13D 056 CONSULTANT FINAL 076200 SHEET METAL FLASHING amp TRIM DOCX B Protect mechanical and painted finishes on exposed surfaces from damage by applying a strippable temporary protective covering before shipp
275. ort of Portland P O Box 3529 Portland Oregon 97208 Solicitation No 2015 6304 The bidder warrants that he has carefully examined the contract documents for the Contract described as follows PORTLAND INTERNATIONAL AIRPORT CARGO CENTER EXTERIOR BUILDING REHABILITATION The bidder further warrants that he has examined or did not avail himself of the opportunity to examine the proposed work area independently of the indications in the contract documents and has made or did not avail himself of the opportunity to make such investigations as are necessary to determine 1 the character of the materials to be handled 2 the probable interferences due to Port operations and 3 other conditions to be encountered The bidder further warrants that if this Bid is accepted he will contract with The Port of Portland in the form of Agreement hereto annexed and will to the extent of his bid provide all things necessary for the performance of the Contract including but not limited to bonds labor material transportation and equipment The bidder promises that all work under this Contract shall be substantially complete within 130 days from the date specified in the written Notice to Proceed The bidder agrees to pay as liquidated damages to the Port for any delay the sum of 100 per day for each day of delay beyond the substantial completion date so promised The bidder further promises that all work under this Contract shall be complete
276. ose seams and other defects in existing metal panels or flashings which may allow water to by pass existing roofing and flashings and where also shown on the drawings Verify related work areas are completed or completed to a point where further roof repairs will not affect work specified within this section Beginning of installation means acceptance of existing conditions Verify all locations that will receive new materials 1 Locations scheduled for the installation of coating system and sealing tape material shall include penetrations through roof ridge flashing laps rake flashings field panel end laps gutter seams and penetrations and other areas where indicated on the drawings PROTECTION Protect the roofing surface from damage during application until final acceptance by the Port Repair damaged areas prior to final acceptance of the work REPAIR OF EXISTING SHEET METAL FLASHINGS Broken loose sheet metal seams 1 Where seams be re joined install continuous bead of sealant between seams 2 Re seam existing seam as originally intended and secure with new replacement fasteners placed into existing fastener location Provide new fasteners at additional locations as required to properly secure flashing in place SEALANT REPAIRS Storm Collar at hot pipe flue penetrations 1 Locate all storm collars at roof areas to be repaired and clean existing sealant from termination point 2 Install new high temperature
277. osed substitute item in connection with the Work is subject to payment of any license fee or royalty 5 application shall identify any variations of the proposed substitute item from that specified and shall identify available engineering sales maintenance repair and replacement services 6 The application shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item including costs of redesign and claims of other contractors affected by any resulting change all of which will be considered by the Port in evaluating the proposed substitute item 7 The Port may require the Contractor to furnish additional data beyond that listed above about the proposed substitute item 8 The Port may require the Contractor to furnish at the Contractor s expense a special performance guarantee or other surety with respect to any substitute 9 No increase in the Contract Price or extension of the Contract Time will be considered when a substitution is not accepted D No Substitution 1 Materials products or services marked no substitution have been determined to be 1 manufactured from a single source only or 2 required for the efficient utilization of existing equipment or systems Requests for substitution will not be considered for these items Justifications for classifying these products as no substitution are on file as brand name exemption items in th
278. owing project By this reference the Contract is made a part of this bond Subject to the provisions of this bond Principal and Surety and their respective heirs executors administrators successors and assigns are jointly and severally held and firmly bound unto Obligee and Obligee s successors or assigns in an amount equal to the total amount of the Contract or to the guaranteed maximum price if the Contract is a guaranteed maximum price contract The foregoing obligation shall be void if Principal promptly faithfully and fully performs the Contract including but not limited to warranty and maintenance work required under the Contract Surety waives any right it may have to notice of changes in the Contract agreed to by Principal and Obligee or required by Obligee in accordance with the Contract including but not limited to changes that increase the total amount of the Contract or the guaranteed maximum price if the Contract is a guaranteed maximum price contract and changes that extend the term of the Contract Surety shall not be released from its obligation under this bond because of Obligee s failure to give Surety prompt notice of a breach or default by Principal Signed and sealed this day of 20 PRINCIPAL SURETY By By Name Name Title Attorney in Fact 4 14 15 PERFORMANCE BOND S PDX 13D 056 FTEND DOC 006100 1 DOCUMENT 006101 LABOR AND MATERIAL PAYMENT BOND Parties Pri
279. pection testing and reconstruction if he makes a request therefor as provided in Articles 10 and 11 Warranty 12 5 The Contractor warrants for one year after Substantial Completion or for any longer period expressly provided by this Contract provided by any special warranty or extended warranty required by this Contract or by a Subcontractor or supplier or otherwise provided by Law that all Work is not Defective for any reason A The Contractor shall pass through to the Port any warranty or maintenance obligation provided by a Subcontractor or supplier in excess of that required by this Contract B Inspecial circumstances where a particular item or area of Work is placed in continuous service before Substantial Completion of all the Work the warranty period for that item will start to run from the later of the following dates the date given in the Port s letter confirming Substantial Completion of the part of the Work the date the Port receives training on the systems and equipment in that part of the Work the date interim operation and maintenance manuals are approved or the date the Port takes over operation or use in lieu of issuing a letter confirming Substantial Completion for that part of the Work Correction or Removal of Defective Work 12 6 The Contractor shall promptly correct all Defective Work without added cost to the Port whether or not fabricated installed or completed or at the Port s option remove it from the sit
280. permitted 5 Cut drill and fit as required for installation Set grating accurately in location alignment and elevation plumb level true and free of rack Railings and Handrails 1 Provide steel pipe railings consisting of top rail intermediate rails posts and handrails at walls 2 Provide railings and handrails designed to support minimum live loads required by applicable codes and the OSHA requirement of at least 200 pounds applied in any direction at any point 3 Join posts and rails by welded joints made by fitting post to top rail and intermediate rail to post groove welding joints and grinding smooth Butt railing splices and reinforce by a tight fitting interior sleeve not less than 6 inches long 4 Bend railings at corners uniformly form in jigs with cylindrical cross section of pipe maintained throughout the entire bend Ladders 1 Fabricate ladders for the locations shown with dimensions spacings details anchorages as required Comply with the requirements of ANSI A14 3 except as otherwise noted a Provide 3 4 inch diameter solid structural steel bar rungs uniformly spaced not over 12 inches o c Miscellaneous Framing and Supports 1 Provide miscellaneous steel framing and supports which are not a part of structural steel framework as required to complete work Galvanize items at exterior and in exterior walls 2 Fabricate miscellaneous units to sizes shapes and profiles shown or
281. ports for HVAC piping and Equipment except anchor expansion bolts used for connection Level 3 shall have expansion anchor capacities equal to 50 percent of the ICC research report values 1 4 SUBMITTALS A Product Data Submit product data for products specified herein B Shop Drawings Submit shop drawings complying with the requirements of the Quality Assurance article of this section Shop drawings shall be stamped and signed by a professional structural engineer licensed in the state of Oregon C Calculations Submit seismic calculations indicating restraint loadings resulting from the design seismic forces presented in the Quality Assurance article of this section Calculations shall include proper anchorage details and when applicable shall include consideration of the types of concrete Calculations shall be stamped and signed by a professional structural engineer licensed in the state of Oregon D Certifications Submit certification of seismic restraint s and building structural member s capability to safely accept loads resulting from seismic forces calculated in the previous paragraph Tests in three planes clearly showing ultimate strength and appropriate safety factors performed by independent laboratories stamped and signed by a professional structural engineer licensed in the state of Oregon or calculations by a professional structural engineer licensed in the state of Oregon are acceptable SEISMIC RESTRAINTS FOR HVAC PIPI
282. pporting roof and screen wall modifications to screen walls and screen wall mounting gutter and downspout modifications roof access enhancements rerouting of existing interior heating flues through roofing general roof repair and coating of deteriorating through fastened structural roof panels sectional door repairs and selected window replacements See Section 011100 Summary of Work for further details Prequalification is not required for this work The contractor or a subcontractor need not be licensed for asbestos work under ORS 468A 720 A pre bid meeting will be held at 1 15 p m on April 22 2015 in the Anchor Room on the first floor of the Port of Portland Headquarters Building 7200 N E Airport Way Portland Oregon to discuss all phases of the work From Airport Way follow the signs to park in the long term parking garage Use the garage elevators at the east end of the garage to enter the Headquarters Building at the first floor level Parking validation is not available Contractors subcontractors consultants and suppliers are strongly encouraged to register through the Port s online bidding system which can be accessed at www portofportland com under Business Opportunities firms can view current business opportunities Registered firms may receive electronic notification of Port solicitations and have access to view download or request copies of solicitations addenda and solicitation holders lists Ques
283. propriately trained in spill response techniques At least one spill response trained person shall be present at all times where fueling fuel staging or fuel transfers are made Mobile motor fueling equipment shall be equipped with an emergency dispenser shutoff switch located in the cab or on the opposite side of the vehicle or trailer from the pump s Overnight weekend parking of mobile equipment service vehicles shall not occur within 50 feet of the nearest storm drain inlet drainage ditch surface water or wetland area unless the storm drain inlet ditch and all drainage conveyances leading to the surface water or wetland have been equipped with oil absorbent booms or pads F Storage and Handling of Waste Oil Fluids and Filters E The Contractor shall determine whether or not waste oil fluids filters and other materials generated from onsite maintenance activities are regulated as hazardous waste under state and federal regulations 2 Regardless of the regulatory status of waste oil fluids filters and other material if the waste material is accumulated and stored on Port property the Contractor shall provide proper storage END OF SECTION 015719 ENVIRONMENTAL CONSTRUCTION CONTROLS 4 14 2015 015719 8 S PDX 13D 056 DIV 01 015719 DOC SECTION 017000 EXECUTION REQUIREMENTS PART 1 GENERAL 1 1 1 2 1 3 1 4 4 14 2015 A INSPECTION OF WORK AREA Examine the work area and become satisfied as to
284. protective coatings separators sealants and other miscellaneous items as required for complete sheet metal flashing and trim installation Fasteners Self tapping screws self locking rivets and bolts and other suitable fasteners designed to withstand design loads 1 Exposed Fasteners Galvanized steel with soft neoprene or EPDM washers with hex washer head Finish exposed fasteners same as flashing metal 2 Blind Fasteners High strength stainless steel rivets with stainless steel mandrels Sealing Tape Pressure sensitive 100 percent solids polyisobutylene compound sealing tape with release paper backing Provide permanently elastic non sag nontoxic nonstaining tape 1 Tremco 440 Tape 2 Or pre bid approved equal Sealant One part liquid elastomeric low modulus Type II Class A non sag silyl terminated polyether Provide backer rods bond breaker primers and cleaning agents as recommended by the manufacturer 1 Manufacturer 1 Sonneborne Sonolastic 150 with VLM Technology 2 Or pre bid approved equal Butyl Sealant ASTM C 1311 single component solvent release butyl rubber sealant and polyisobutylene plasticized heavy bodied for hooked type expansion joints with limited movement 1 Tremco Butyl Sealant 2 Or pre bid approved equal FABRICATION GENERAL General Custom fabricate sheet metal flashing and trim to comply with recommendations in SMACNA s Architectural Sheet Metal Manual that apply to de
285. provisions of this Contract will not be affected thereby As to the illegal invalid or unenforceable clauses they shall be rendered void only to the extent of such illegal invalid and unenforceable portions with the remainder of such clauses given full force and effect Reference Standards 3 9 Unless expressly provided otherwise references to standard specifications manuals or codes of any technical society organization or association or to the codes of any governmental authorities shall mean the latest version or edition in effect on the effective date of this Contract Such reference may be specific or implied No provision of any referenced standard specification manual or code shall change the duties and responsibilities of the Port the Contractor or any of their employees contractors subcontractors or agents from those set forth in this Contract Reporting Ambiguities 3 10 Reuse 3 11 If during the performance of the Work the Contractor discovers any Ambiguities within this Contract the Contractor shall report it to the Port in writing at once The Contractor shall proceed with the affected Work after receiving clarification or interpretation from the Port The Contractor shall not be liable to the Port for failure to report any Ambiguities in this Contract unless the Contractor factually knew or reasonably should have known of the Ambiguities Neither the Contractor nor any Subcontractor manufacturer fabrica
286. r duties for the Contractor or interfere with the Contractor s management of the Work B Give final approval or acceptance of any portion of the Work C Issue instructions or directions contrary to this Contract No act or failure to act on the part of a Port inspector will render the Port liable in any way nor shall it relieve the Contractor from fulfilling all of the terms and conditions of this Contract Limitations on the Port s Responsibilities 8 8 8 9 8 10 The Port is not responsible for the acts or omissions of the Contractor or the Contractor s employees Subcontractors manufacturers fabricators suppliers distributors or any other persons at the site or otherwise performing any of the Work or their agents or employees The Port is not responsible for the Contractor s means methods procedures sequences or techniques of construction or related safety precautions and programs except as specified in the Contract Documents The Port is not responsible for the Contractor s failure to perform the Work in accordance with this Contract ARTICLE 9 CHANGE IN THE WORK 9 1 9 2 9 3 9 4 9 5 Without invalidating this Contract the Port may at any time authorize additions deletions or revisions to the Work by written Change Order All such Work shall be executed under the applicable conditions of this Contract A Change Order will be executed to provide an equitable adjustment if any Port issued
287. r manufacturer Chain Hoist Operator Consisting of endless steel hand chain chain pocket wheel and guard and gear reduction unit with a maximum 25 lbf force for door operation Provide alloy steel hand chain with chain holder secured to operator guide SECTIONAL DOORS 4 14 2015 083613 6 S PDX 13D 056 CONSULTANT FINAL 083613 SECTIONAL DOORS DOCX 2 11 A B ELECTRIC DOOR OPERATORS General Electric door operator assembly of size and capacity recommended and provided by door manufacturer for door and operation cycles requirement specified with electric motor and factory prewired motor controls starter gear reduction unit solenoid operated brake clutch control stations control devices integral gearing for locking door and accessories required for proper operation 1 Comply with NFPA 70 2 Control equipment complying with NEMA ICS 1 NEMA ICS 2 and NEMA ICS 6 with NFPA 70 Class 2 control circuit maximum 24 V ac or dc Usage Classification Electric operator and components capable of operating for not less than number of cycles per hour indicated for each door Door Operator Type Unit consisting of electric motor gears pulleys belts sprockets chains and controls needed to operate door and meet required usage classification PART 3 EXECUTION 3 1 A B 3 2 3 3 B 3 4 A 4 14 2015 EXAMINATION Examine substrates areas and conditions with Ins
288. rdance with manufacturer s standard design practices utilizing rods angles and other members with minimum yield strength as required for design but in most cases 50 ksi D Primary Frame Flange Bracing Attached from purlins or girts to the primary framing minimum yield strength as required for design but in most cases 60 ksi 2 3 ROOF COVERING SYSTEM A Roof Panels PBR style through fastened roof panels 36 inch wide net coverage with 1 1 2 inches high major ribs formed at 12 inches on center 1 Side Joints Factory applied or field applied sealant within panel overlaps STEEL BUILDING SYSTEM 4 14 2015 133419 4 S PDX 13D 056 CONSULTANT FINAL 133419 STEEL BUILDING SYSTEM DOCX 2 4 2 5 4 14 2015 2 Material Galvalume steel 3 Thickness 22 gauge 4 Side Laps One overlapping weather sealed joint 5 Length a Varies not to exceed 26 feet in length b Minimum length to be no less than 10 feet 6 End Laps where required 6 inches wide located at a support member 7 Panel to Roof Purlin Structural Attachments Panel fasteners 8 The paint system is a PVDF finish applied to the galvanized surface to give a long life color that resists fading and chalking PVDF finish with 70 percent Kynar 500 or Hylar 5000 standard 9 Exposed fasteners are stainless steel capped with self sealing washers ROOF ACESSORIES Downspouts Roll formed 26 gauge steel sheet with gutter straps fasteners and joint sealant manufact
289. re and non corrosive installation PART 2 PRODUCTS 2 1 A B C 2 2 A 2 3 A B C 4 14 2015 SHEET METALS Precoated Galvanized Steel ASTM A 653 G90 24 gauge core steel shop precoated with Kynar 500 or Hylar 5000 or equal paint system coating Color shall be selected from manufacturer s full line of standard colors available Zinc Coated Galvanized Steel Sheet un exposed cleats ASTM A 653 A 653M G90 coating designation structural quality 22 gauge galvanized core steel Stainless Steel Sheet ASTM A 240 A 240M Type 304 dead soft fully annealed with smooth flat surface 1 Finish 2D dull cold rolled UNDERLAYMENT MATERIALS Self Adhering High Temperature Sheet SAHTS Rubberized asphalt self adhering sheet with high strength polyethylene film on one side minimum 0 040 inch thick 36 inch wide rolls 1 23 Or pre bid approved equal ACCESSORIES Provide backer rods bond breakers primers and cleaning agents as recommended by the materials manufacturer Solder FS QQ S 571 ANSI ASTM B32 50 50 type Flux FS O F 506 SHEET METAL FLASHING AND TRIM S PDX 13D 056 CONSULTANT FINAL 076200 SHEET METAL FLASHING amp TRIM DOCX 076200 3 2 4 2 5 Touch up Paint To match precoated flashings as recommended and provided by the materials manufacturer MISCELLANEOUS MATERIALS General Provide materials and types of fasteners solder
290. reas that may be vulnerable to chemical spills Contaminated stormwater from vehicle and equipment maintenance areas shall not be allowed to discharge into the stormwater collection system discharge onto the ground or run overland to any drainage ditch or swale Solvent or caustic parts washing stations shall not be used outdoors unless the area is covered and equipped with appropriate secondary containment as described elsewhere in this section ENVIRONMENTAL CONSTRUCTION CONTROLS S PDX 13D 056 DIV 01 015719 DOC 015719 7 Mobile Equipment Service Vehicles Including Oilers 1 Multi purpose mobile equipment maintenance vehicles oilers that are equipped with multiple tanks or containers of lubricants fuels hydraulic fluids greases chemicals etc may be used on Port property under the following conditions a The vehicle is equipped with a spill kit b The vehicle is equipped with a sufficient supply of containers for the collection of fluids that may be removed from the equipment being serviced e g used oil waste antifreeze chemicals etc If equipment service is performed within 50 feet of a storm drain inlet drainage ditch surface water or wetland the Contractor shall install a flexible storm drain cover over the storm drain inlet or place oil absorbent booms or socks around the inlet or other drainage conveyance prior to commencing work Mobile tanker mobile fueling or equipment service personnel shall be ap
291. rence Center Submittal Type One Submittal No Port Project Name Port Business Unit Material Description Shop Drawing Port EAN General Contractor Contractor Job No Sub Contractor Transmittal Routing From To O O O O amp M Manual Submitted By name of person Specification O Calculations Port Drawing Reference Router O Warranty Drawing No Sht No O Other Primary Consultant Port of Portland Contractor gt Port Const Copies Attention destination Date Sent Date Rec d Date Due Port Const gt Consultant Consultant gt Sub Consultant Sub Consultant gt Consultant Consultant gt Port Engineering Port Const gt Port Engineering Port Const gt Port Engineering gt Port Const Port Const gt Contractor Port Const gt TRC Specification Reference Section No Paragraph No TRC Specialist Submittal Title or Description Action SUBMITTAL PROCEDURES 013300 8 TRC USE ONLY For Port Use Date Rec d At TRC Document Quality OK Resubmit SUBJECT TO ALL CONTRACT REQUIREMENTS A PROCEED B CORRECT AS NOTED amp PROCEED C REVISE AND RESUBMIT D FOR INFORMATION ONLY 4 14 2015 S PDX 13D 056 DIV 01 013300 DOC SECTION 013513 AIRPORT SECURITY SAFETY AND OPERATING REGULATIONS PART 1 GENERAL 1 1 A 1 2 1 3 4 14 2015 AIRFI
292. ription indicates that no substitution is permitted other materials products or services of equal quality and characteristics for the purposes intended may be submitted at the appropriate time for approval The Substitution Request Form is enclosed at the end of these Instructions to Bidders The Port will be the judge of the equality and suitability of the proposed substitution The following definitions of the phrases stated after materials products or services in the Specifications determine the extent to which substitutions may be proposed PRE BID APPROVED EQUAL materials products or services require approval by addendum prior to bid opening Materials products or services which the bidder proposes to substitute and which he she considers equal to those specified must be submitted by attaching the completed Substitution Request Form to the Q amp A submission feature in the Port s online bidding system no less than five business days prior to the bid opening date Requests shall be accompanied by complete technical data and such pertinent information and or samples as necessary or as specified to fully identify and appraise the material product or service INSTRUCTIONS TO BIDDERS S MASTERS STANDARDCONTRACTDOCS IBS DOC 002100 1 Approval of materials products or services deemed equivalent will be issued by addendum prior to the bid opening date B EQUAL materials products or services require approval after con
293. rk sese iran otc ent eret atte whee ean Monit ee steiner ee 33 brin EE 33 Correction or Removal of Defective Work ener en eene eren nennen trennen 33 Port May Correct Defective Work ettet eee ee eset 34 ARTICLE 13 PAYMENTS TO THE CONTRACTOR AND COMPLETION eene 34 Before Request for Progress Payment essen eii tenente rennen rennen 34 Request for Progress Paymeht dere ente Nec Ee m Gres HEU ere Eo ten eee 34 Retaimndge ood RAW 35 Review of Request for Progress eene renes nnne 35 substantial Completion etr eei ttn estet ete sh det d eH Eee eet de gea 36 Partial c dette ettet eda eee tutae eee eati ue 36 Final Inspection and Final ener enr en eren nne entrent 36 Pinal Payment E EE 37 Contractor s Continuing Obligation eeeessesseeseeeeeeeeeenee nennen enr 37 Contractor s Warranty Of Title on niece cte etie eo ede dete Uere HD ade ates cep odds 37 Waiver Of ES 38 0 e bee p Gee ge teens 38 Other Damages buda den ER a or EU eene ahs 38 ARTICLE 14 SUSPENSION OR TERMINATION OF THE WORK eene 38 Port May Suspend the Work sirere ipen ect ret er pertice
294. rk shall be performed 2 rights of way for access thereto and 3 such other lands designated in this Contract for the use of the Contractor Any easements for permanent structures or permanent changes in existing facilities will be obtained and paid for by the Port unless otherwise provided in this Contract The Contractor shall provide at no additional cost to the Port additional lands and access that the Contractor may require for temporary construction facilities or storage of material and equipment GENERAL CONDITIONS Rev 05 14 007200 6 S MASTERS STANDARDCONTRACTDOCS GCS DOC Physical Conditions Investigations Reports and Tests 4 2 Investigations reports or tests which the Port may make available to the Contractor are the Port s best known information at the time the Work is designed However the Port makes no warranty or representation regarding accuracy or completeness unless the investigations reports or tests have been made a part of this Contract Differing Site Conditions 4 3 Contractor shall promptly notify the Port in writing of any conditions at the site differing materially from those shown in this Contract The Port will promptly review those differing conditions and advise the Contractor in writing if further investigation or tests are necessary The Port will obtain any necessary additional investigations and tests If the conditions differ materially from those shown in this Contract or from what reasonabl
295. roject Note a Competent Person by OSHA definition has the ability to identify hazards and has responsibility and authority to take immediate corrective actions Name Certification Phone Mobile Pager Office Contractor s Project Manager Name Phone Mobile Pager Office Contractor s Primary On Site Safety Contact Name Phone Mobile Pager Office Worksheet Prepared by Name Title Date PORT USE ONLY Port CCM Project Manager Name Phone Mobile Pager Office Lead Inspector s Name Phone Mobile Pager Office Name Phone Mobile Pager Office Distribution Risk Management Loss Control Ops Safety Check applicable REV 5 25 04 Aviation Marine Ind Properties Navigation S MASTERS FORMS GCS 5_CONTRACTORSAFETYINFO DOC R PORT OF PORTLAND APPLICATION NO PAGE OF THE PORT OF PORTLAND SUBCONTRACTOR PAYMENT AND UTILIZATION REPORT 1 PRIME CONTRACTOR 2 CONTACT NAME AND PHONE NO 3 PROJECT NAME 4 CONTRACT NUMBER 5 SOLICITATION NUMBER 6 PRIME CONTRACT AMOUNT 7 REQUEST FOR PAYMENT PERIODS FROM TO PRIME FROM TO SUBCONTRACTORS 8 REPORT DATE IS THIS THE PRIME CONTRACTOR S FINAL REQUEST FOR PAYMENT YES NO 9 10 11 12 13 14 Original Subcontract Amended Amount Paid This Total Paid All
296. roperty U Terminal gate An area where passengers enplane and deplane to from an aircraft V Transportation Security Administration TSA The U S federal agency under the Department of Homeland Security responsible for regulating aviation security standards W Vehicle Every licensed self propelled vehicle capable of being used on a street or roadway X Work Area Limits of work established by a perimeter boundary shown on the drawings or otherwise designated by the Port 1 4 PERSONNEL SECURITY REGULATIONS A Access to Restricted Areas Secured Area AOA CUP and Sterile Areas 1 The Contractor shall obtain and thoroughly review all PDX security badging requirements and PDX Rules pertaining to badging and airport security before commencing any work under this contract Copies of security and badging information and PDX Rules are available from the Port upon request The Contractor shall warrant and ensure that any person who receives a PDX security badge meets all of the requirements for having a badge 2 No personnel will be permitted within the airfield CUP Restricted Area or Sterile Area environment without PDX security badges or authorized escorts PDX security badges shall be obtained through the PDX Security Badging Office once all requirements have been met Security training and fingerprint appointments shall be scheduled through the PDX Security Badging Office 3 PDX security badges will be issued at the sole discr
297. rt for damages arising out of the death or bodily injury to persons or damage to property caused in whole or in part by the negligence of the Port Builder s Risk Insurance 5 5 The Contractor shall obtain and maintain for the benefit of the parties to this Contract as their interest may appear all risk builder s risk insurance to the extent of 100 percent of the value of the Work Coverage shall also include 1 formwork in place 2 form lumber and form components on site 3 temporary structures 4 equipment and 5 supplies related to the Work Such insurance shall be endorsed to allow partial occupancy and or utilization of the Work by the Port prior to Substantial Completion of all the Work Coverage shall continue until the Port s Final Acceptance of the Work The Port shall be named as additional insured and loss payee as its interests may appear The Port shall be given not less than 30 days written notice prior to cancellation non renewal or material change of the policy One copy of the policy and one certificate of such insurance shall be delivered to the Port before commencing Work and shall be GENERAL CONDITIONS Rev 05 14 007200 8 S MASTERS STANDARDCONTRACTDOCS GCS DOC subject to review and approval by the Port The Port may defer delivery of the copy of the policy but such deferral shall not be a waiver of the Port s right to a copy of the policy In the event the Contractor fails to maintain such insurance th
298. rvices shall be made prior to submittal of the Bid in accordance with the Instructions to Bidders Equal Items If in the Port s sole discretion an item of material or equipment proposed by the Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required it may be considered by the Port as an equal item in which case evaluation and approval of the proposed item may in the Port s sole discretion be accomplished without compliance with some or all of the requirements for approval of proposed substitute items Proprietary materials products or services that are specified but not followed by the words pre bid approved equal equal or no substitution will be evaluated as if they were followed by the words or equal For the purposes of this paragraph a proposed item of material or equipment will be considered functionally equal to an item so named if 1 Itis at least equal in quality durability maintainability appearance strength and design characteristics 2 It will reliably perform at least equally well the function imposed by the design concept of the completed Work as a functioning whole and 3 The Contractor certifies that there is no increase in cost to the Port and that it will conform substantially even with deviations to the detailed requirements of the item named in this Contract Substitute Items 1 If an item of material or eq
299. ry work progress schedule a preliminary submittal schedule a preliminary cash flow schedule and the contractor safety information form A preliminary work progress schedule shall be finalized and submitted to the Port one week after the preconstruction meeting Unless specified otherwise the work progress schedule shall indicate the Contractor s planned progress in increments of not more than 7 day periods The schedule will be subject to review and comment by the Port The Contractor shall prepare and submit revisions to match actual and projected progress as requested by the Port before and during the course of the work at no added cost to the Port The Contractor shall adhere to the most recent version of the schedule B The preliminary submittal schedule shall be finalized and submitted to the Port one week after the preconstruction meeting The submittal schedule shall demonstrate that submittals will be submitted in time to allow the Port s review and comment and the Contractor s submission of revised submittals before the Work covered by the submittals is scheduled to start under the work progress schedule C The preliminary cash flow schedule shall be finalized and submitted to the Port one week after the preconstruction meeting The schedule shall show the estimated dollar amount of each of the Contractor s monthly requests for progress payment and will be used by the Port for financial planning purposes Payments to the Contra
300. s F Insulation Protection l Where piping is suspended from insulation provide 16 gauge galvanized steel protection shields 12 inches long 2 Where pipe clamps are installed on insulated piping provide 16 gauge galvanized steel protection shields 12 inches long on both sides of insulated pipe 3 Band shields firmly to insulation to prevent slippage G Building Attachments 1 Do not fasten or attach to steel deck structure Support all piping from structural members beams joists or provide intermediate angle iron supporting members between joists 2 Provide transverse and longitudinal bracing on piping at 75 foot intervals 40 foot intervals for domestic cold water and to provide a stabilized piping system Bracing shall not introduce stresses in the piping system caused by thermal expansion or contraction 3 Provide additional structural steel angles channels or other members to support piping where structures do not occur as required for proper support 4 Arrange supports to prevent eccentric loading of joists and joist girders Locate supports at joist panel points HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT 4 14 2015 230529 6 S PDX 13D 056 CONSULTANT FINAL 230529 HANGERS AND SUPPORTS DOCX H Pipe Racks 1 General Provide racks as shown with additional elements to adequately support piping 2 Coordination Where mechanical piping tubing etc and electrical conduit wiremold wireways etc follow co
301. s and lock nuts or lock washers and nuts Use rivets or self tapping fasteners where access to nuts is impossible Provide double end hinges where required for doors more than 16 feet wide unless otherwise recommended by door manufacturer Rollers Heavy duty rollers with steel ball bearings in case hardened steel races mounted with varying projections to suit slope of track Extend roller shaft through both hinges where double hinges are required Provide 3 inch diameter roller tires for 3 inch wide track and 2 inch diameter roller tires for 2 inch wide track Push Pull Handles Equip each push up operated or emergency operated door with galvanized steel lifting handles on each side of door finished to match door LOCKING DEVICES Slide Bolt Fabricate with side locking bolts to engage through slots in tracks for locking by padlock located on single jamb side operable from inside only SECTIONAL DOORS S APDX 13D 056 CONSULTANT FINAL 083613 SECTIONAL DOORS DOCX 083613 5 2 9 2 10 Locking Device Assembly Fabricate with cylinder lock spring loaded deadbolt operating handle cam plate and adjustable locking bars to engage through slots in tracks 1 Lock Cylinders Cylinders standard with manufacturer and keyed to building keying system 2 Keys Three for each cylinder Chain Lock Keeper Suitable for padlock Safety Interlock Switch Equip power operated doors with safety interlock switch to disengage power supply wh
302. s discovered either before or after original procurement and or installation provide the better quality of and the greater quantity of the Work The Contractor shall specifically notify all subcontractors and suppliers of this requirement 3 4 Clarifications and interpretations of this Contract will be issued by the Port They will be consistent with or reasonably inferable from the overall scope of this Contract 3 5 This Contract is unique Labor material equipment or services approved for other Port work may not necessarily be approved for this Contract 3 6 Pursuant to ORS 15 320 Oregon law applies to this Contract In the event ORS 15 320 is deemed invalid or inapplicable the parties agree that Oregon law applies to this Contract 3 7 If the Contractor s bid or proposal is incorporated into this Contract any Ambiguities between the bid or proposal and this Contract will be resolved in favor of this Contract Any limitations of liability waivers of damages or disclaimers of warranty or liability contained in the Contractor s bid or proposal will not apply to the Work or this Contract 3 8 If any provision of this Contract is held to be illegal invalid or unenforceable under present or future laws effective during the terms of this Contract or in subsequent dispute resolution Rev 05 14 GENERAL CONDITIONS S MASTERS STANDARDCONTRACTDOCS GCS DOC 007200 5 proceedings the legality validity and enforceability of the remaining
303. s incurred by the Port as a result of any breach of security or violation of security regulations by the Contractor The AIRPORT SECURITY SAFETY AND OPERATING REGULATIONS 4 14 2015 013513 12 S PDX 13D 056 DIV 01 013513 DOC Contractor shall also be liable to reimburse the Port for any fines penalties assessments judgments or other costs imposed upon the Port as a result of the Contractor s breach of security or violation of security regulations as described herein As used herein reference to the Contractor shall include all of his employees agents subcontractors suppliers or other invitees C The Contractor shall defend indemnify and hold harmless the Port against any and all claims of any nature made against the Port by any party resulting in whole or in part from the Contractor s breach of security or security violations Defense shall be provided by legal counsel acceptable to the Port As used herein reference to the Contractor shall include all of his employees agents subcontractors suppliers or other invitees END OF SECTION 013513 4 14 2015 AIRPORT SECURITY SAFETY AND OPERATING REGULATIONS S PDX 13D 056 DIV 01 013513 DOC 013513 13 SECTION 014500 QUALITY CONTROL PART 1 GENERAL 1 1 1 2 4 14 2015 INSPECTION AND TESTING No work shall commence or be covered until approved by the Port Unless otherwise specified the Port will perform acceptance tests surveys measurements or evaluations call
304. s indicated l Extend roof edge flashing a minimum of 8 inches weather lapped or seamed under pre manufactured metal roof system Lap roof edge flashing joints a minimum of 4 inches in bed of elastomeric sealant SHEET METAL FLASHING AND TRIM 4 14 2015 076200 8 S PDX 13D 056 CONSULTANT FINAL 076200 SHEET METAL FLASHING amp TRIM DOCX 3 4 3 5 Diverter Flashing Coordinate installation of diverter flashing with installation of premanufactured metal roof system and adjacent flashings Lap adjoining flashing minimum of 4 inches in a bed of elastomeric sealant 1 Field solder two piece diverter flashing DOWNSPOUT INSTALLATION General Install sheet metal roof drainage items to produce complete roof drainage system according to SMACNA recommendations and as indicated Coordinate installation of roof purlins with installation of roof drainage system Downspouts Join sections with 1 1 2 inch telescoping joints 1 Provide hangers with fasteners designed to hold downspouts securely to walls Locate hangers at top and bottom and at approximately 60 inches o c in between 2 Terminate downspouts into underground drainage system risers where existing a Provide necessary square to round reducer where downspout meets risers Fabricate and install reducers in a manner that permits independent removal without requiring disassembly of downspout system 3 Provide elbows at base of downspout to direct water away from building where
305. s of those Authorized Signatories who have the authority to sign for all Contractor and subcontractor personnel 1 The Authorized Signatories will be required to obtain and maintain a PDX security badge 2 In addition the Authorized Signatories shall complete an Authorized Signatory training course and all training courses associated with applicable endorsement icon training courses E The Contractor s Authorized Signatories shall be responsible for the following 1 Verify the accurate completion of the PDX security badge application form for all Contractor and subcontractor personnel scheduled to receive Secured Area access badges AOA access badges Sterile Area access badges or General Aviation access badges 2 Verify each applicant s identity and employment eligibility by requiring the presentation of specific pieces of identification as outlined below Applicant may either present a document from List A or must present documents from both List B and List C All applicants shall present original and unexpired documents Acceptable forms of identification and eligibility shall consist of the following a List A documents that establish both identity and employment eligibility 1 U S Passport or U S Passport Card 2 Permanent Resident Card or Alien Registration Receipt Card Form I 551 3 Foreign passport that contains a temporary I 551 stamp or temporary I 551 printed notation on a machine readable immigrant visa 4 Employ
306. s project Also list self performed work if the bidder itself is a certified small business Bidders should list all committed small businesses even if in total they are inadequate to meet the small business project goal Small businesses can include without limitation and at any tier contractors trucking companies suppliers including but not limited to equipment suppliers and rental companies manufacturers regular dealers or other service providers including but not limited to professional service providers Small business participation will be calculated and counted towards the goal as described in the Supplementary Instructions to Bidders Enter NONE if there are no small businesses committed to the project ATTACH ADDITIONAL SHEETS IF NEEDED CONTRACTOR PROJECT NAME GOAL FORM COMPLETED BY PHONE Description of Work to be Performed by Small Business and Is Proof of Dollar Amount of Basis for Calculated Dollar Amount of Participation Toward Commitment from Participation Calculated Goal See Limitations on Counting in Supplementary Small Business Instructions to Bidders Article 1 4 Attached Name Address Telephone of Small Business Total Dollar Amount and Small Business Percentage Committed On This Page Total Dollar Amount and Small Business Percentage Committed On All Pages Grand Total The undersigned bidder agrees to use the small business es as listed above Does bidder
307. sealant in a continuous bead around perimeter of storm collar tool sealant to drain METAL PANEL ROOF REPAIRS IAPRC files R3090 03 Design Specs 60 Review 074100 5 33 Replace existing storm collars with new sheet metal storm collars where existing collars are missing or damaged 3 5 PREPARATION ELASTOMERIC COATING SYSTEM A The roof shall be power washed maintaining a minimum of 3000 PSI of working pressure Remove all dirt dust and waste products i e grease animal fats solvents loose roofing products and any air borne pollutants B Deteriorated through panels or sections shall be replaced C Heavily deteriorated areas shall be wired brushed down to clean stable metal D Prepare all surfaces and details in accordance with standards as set forth within manufacturers published installation instructions and in accordance with these Contract Documents E Inspect all flashings for defects and verify with items noted on drawings Familiarize locations and mark each defect for repair F If required by manufacturer utilize a non phosphate cleaning solution with water to assist in removing dirt and scale Thoroughly rinse all surfaces of cleaning solution prior to allowing to dry l If solutions other than water are used for cleaning prevent runoff from entering the roof drains Properly collect runoff and dispose offsite or obtain a batch discharge permit through the City of Portland BES and discharge into the sanitary sewer
308. sh Charcoal gray FABRICATION Fabricate vinyl windows in sizes indicated Include a complete system for assembling components and anchoring windows Glaze vinyl windows in the factory Weather strip each operable sash to provide weathertight installation Hardware Mount hardware through double walls of vinyl extrusions or provide corrosion resistant reinforcement Complete fabrication assembly finishing hardware application and other work in the factory to greatest extent possible Disassemble components only as necessary for shipment and installation Allow for scribing trimming and fitting at Project site VINYL WINDOWS 4 14 2015 085313 4 S PDX 13D 056 CONSULTANT FINAL 085313 VINYL WINDOWS DOCX PART 3 EXECUTION 3 1 A 3 2 3 3 4 14 2015 EXAMINATION Examine openings substrates structural support anchorage and conditions with Installer present for compliance with requirements for installation tolerances and other conditions affecting performance of the Work Verify rough opening dimensions levelness of sill plate and operational clearances Examine wall flashings vapor retarders water and weather barriers and other built in components to ensure weathertight window installation Proceed with installation only after unsatisfactory conditions have been corrected INSTALLATION Comply with manufacturer s written instructions for installing windows hardware accessories and other compone
309. shall be installed in accordance with the applicable standards of the following organizations ANSI American National Standards Institute FAA Federal Aviation Administration IBC International Building Code ICEA Insulated Cable Engineers Association IEEE Institute of Electrical and Electronic Engineers NEC National Electrical Code NEMA National Electrical Manufacturers Association NFPA National Fire Protection Association OAR Oregon Administrative Rules OSHA Occupational Safety and Health Administration UL Underwriters Laboratories EL NOOO Ox UA ES OX prs DU 1 3 CODES PERMITS AND CERTIFICATES A Division 1 for specific requirements relating to codes enforced permits and inspections Provide notification 48 hours prior to covering concealed electrical work to allow inspection C Notify the electrical inspector of jurisdiction having authority sufficiently in advance to completely inspect the work in the various stages necessary Uncover concealed work and provide qualified staff to assist inspectors D In preparation for final inspection all electrical equipment shall have wires installed and under terminal posts and circuit schedule and labeling complete 4 14 2015 S PDX 13D 056 CONSULTANT FINAL 260500 COMMON WORK RESULTS FOR ELECTRICAL DOCX COMMON WORK RESULTS FOR ELECTRICAL 260500 1 E 1 4 A B 1 5 A B 1 6 A Deliver certificates from inspection author
310. shed If the unpaid balance of the Contract Price exceeds the direct and indirect costs of completing the Work including compensation for additional professional services such excess will be paid to the Contractor If such costs exceed such unpaid balance the Contractor shall pay the difference to the Port Such costs incurred by the Port will be verified by the Port and incorporated in a Change Order but in finishing the Work the Port will not be required to obtain the lowest figure for the Work performed 14 6 Where the Contractor s services have been so terminated by the Port the termination will not affect any rights of the Port against the Contractor then existing or which may thereafter accrue Any retention or payment of moneys due the Contractor by the Port will not release the Contractor from liability Rev 05 14 GENERAL CONDITIONS S MASTERS STANDARDCONTRACTDOCS GCS DOC 007200 39 Port May Terminate the Work for Convenience 14 7 14 8 Upon giving the Contractor a 7 day written notice the Port may without cause and without prejudice to any other right or remedy elect to terminate this Contract for the convenience of the Port In such case the Contractor will be paid for the costs of all Work acceptably performed and installed together with reasonable profit and overhead on those costs and any justifiable costs actually sustained in the process of termination The Contractor will not be entitled to overhead or profit on the u
311. sign dimensions metal and other characteristics of item indicated Shop fabricate items where practicable Obtain field measurements for accurate fit before shop fabrication Fabricate sheet metal flashing and trim in thickness or weight needed to comply with performance requirements but not less than that specified for each application and metal SHEET METAL FLASHING AND TRIM 4 14 2015 076200 4 S PDX 13D 056 CONSULTANT FINAL 076200 SHEET METAL FLASHING amp TRIM DOCX 2 6 4 14 2015 Fabricate sheet metal flashing and trim without excessive oil canning buckling and tool marks and true to line and levels indicated with exposed edges folded back to form hems Sealed Joints Form nonexpanding but movable joints in metal to accommodate elastomeric sealant to comply with SMACNA recommendations Expansion Provisions Where lapped or bayonet type expansion provisions in the work cannot be used form expansion joints of intermeshing hooked flanges not less than 1 inch deep filled with elastomeric sealant concealed within joints Conceal fasteners and expansion provisions where possible on exposed to view sheet metal flashing and trim unless otherwise indicated Fabricate cleats and attachment devices from compatible non corrosive metal 1 Thickness As recommended by SMACNA s Architectural Sheet Metal Manual FMG Loss Prevention Data Sheet 1 49 for application but not less than thickness of metal being secured 2
312. siness so long as the lease gives the small business absolute priority for use of the leased truck Leased trucks must display the name and identification number of the small business Count expenditures with small businesses for materials or supplies toward small business goals as provided in the following Small Business Manufacturer a If the materials or supplies are obtained from a small business manufacturer count 100 percent of the cost of the materials or supplies toward small business goals b For purposes of this paragraph E 1 a manufacturer is a firm that operates or maintains a factory or establishment that produces on the premises the materials supplies articles or equipment required under the contract and of the general character described by the specifications Small Business Regular Dealer a If the materials or supplies are purchased from a small business regular dealer count 60 percent of the cost of the materials or supplies toward small business goals b For purposes of this section a regular dealer is a firm that owns operates or maintains a store warehouse or other establishment in which the materials supplies articles or equipment of the general character described by the specifications and required under the contract are bought kept in stock and regularly sold or leased to the public in the usual course of business 1 To be a regular dealer the firm must be an established regular business that
313. size units Product Schedule For vinyl windows Use same designations indicated on Drawings Qualification Data For manufacturer and Installer Product Test Reports For each type of vinyl window for tests performed by a qualified testing agency VINYL WINDOWS S PDX 13D 056 CONSULTANT FINAL 085313 VINYL WINDOWS DOCX 085313 1 1 4 1 5 PART 2 2 1 A Field quality control reports Sample Warranties For manufacturer s warranties QUALITY ASSURANCE Manufacturer Qualifications A manufacturer capable of fabricating vinyl windows that meet or exceed performance requirements indicated and of documenting this performance by test reports and calculations Installer Qualifications An installer acceptable to vinyl window manufacturer for installation of units required for this Project Mockups Build mockups to verify selections made under Sample submittals and to demonstrate aesthetic effects and set quality standards for materials and execution 1 Build mockup of typical wall area as shown on Drawings 2 Approval of mockups does not constitute approval of deviations from the Contract Documents contained in mockups unless the Port specifically approves such deviations in writing WARRANTY Manufacturer s Warranty Manufacturer agrees to repair or replace vinyl windows that fail in materials or workmanship within specified warranty period 1 Failures include but are not limited to the following a Failure to m
314. sses building earthquake joints Arrange ductwork and connectors for the amount of motion required E Powder actuated inserts shall not be used F Seismic restraints shall be attached to structural members of the building which are capable of withstanding the design load of the seismic restraint Ensure load capacity of the structural members is greater than or equal to the capacity of the seismic restraint G Seismic restraints shall not introduce stresses in piping caused by thermal expansion or contraction END OF SECTION 230545 4 14 2015 SEISMIC RESTRAINTS FOR HVAC PIPING AND EQUIPMENT S PDX 13D 056 CONSULTANT FINAL 230545 SEISMIC RESTRAINTS FOR PIPING AND EQUIPMENT DOCX 230545 3 SECTION 235523 GAS FIRED RADIANT HEATER PART 1 GENERAL 1 1 1 2 A A DESCRIPTION This section describes modifications to exhaust system of gas fired radiant heating systems SUBMITTALS For systems equipment and components specified herein submit product material data shop drawings as constructed data installation startup and testing manuals and as constructed drawings 1 Shop Drawings Include dimensioned drawings showing location of exhaust piping Hanger locations shall be approved by the Port prior to fabrication Show clearances to combustible material 2 Product Data Include performance data PART 2 PRODUCTS 2 1 A GAS FIRED RADIANT HEATER General 1 Verify heaters are equipped with a direct sense
315. sted areas must be wire brushed and coated with a rust inhibitive primer Install base coat materials using brushes rollers or spray equipment Apply as required to achieve proper thickness of materials All base coat applications shall achieve a minimum dry film thickness of 0 0625 inches thick Install top coat materials using spray method Apply as required to achieve proper thickness of materials All top coat applications shall achieve a minimum dry film thickness of 0 018 inches thick Install top coat materials so that they extend over all base coat materials Where indicated on the drawings seams scheduled for repair must be treated in the following manner 1 Peel back the release sheet and apply sealing tape exactly to the horizontal seam Do not stretch tape 2 Misaligned tape requiring adjustment must be removed and discarded as this will damage the tape 3 Press down firmly starting at the center and working towards the outside edge removing bubbles Slight wrinkling should not affect the performance of the seal Edges must be free of fishmouths uplifts and tunnels Press down firmly where tape goes over fasteners Finish seam by applying seam coating over the taped seam Apply seam coating with a 3 inch brush Apply at an average thickness of 1 16 inch to completely cover the polyester face of the sealing tape and feather out e Fasteners in the field of the roof not already protected as part of a seam detail sh
316. sting impact from windborne debris based on testing glazed windows identical to those specified according to ASTM E 1886 and testing information in ASTM E 1996 and requirements of authorities having jurisdiction VINYL WINDOWS Operating Types Provide the following operating types in locations indicated on Drawings 1 Horizontal sliding 2i Fixed Frames and Sashes Impact resistant UV stabilized PVC complying with AAMA WDMA CSA 101 I S 2 A440 1 Finish Integral color white 2 Gypsum Board Returns Provide at interior face of frame Insulating Glass Units ASTM E 2190 certified through IGCC as complying with requirements of IGCC 1 Glass ASTM 1036 Type 1 Class 1 q3 a Tint Clear b Kind Fully tempered 2 Lites Two 3 Low E Coating Pyrolytic on second surface Glazing System Manufacturer s standard factory glazing system that produces weathertight seal Hardware General Provide manufacturers standard hardware fabricated from aluminum stainless steel carbon steel complying with AAMA 907 or other corrosion resistant material compatible with adjacent materials designed to smoothly operate tightly close and securely lock windows and sized to accommodate sash weight and dimensions 1 Exposed Hardware Color and Finish As indicated by manufacturer s designations VINYL WINDOWS S PDX 13D 056 CONSULTANT FINAL 085313 VINYL WINDOWS DOCX 085313 3 2 4 2 5 Horizontal Sliding Window Hardware 1
317. surety each in the amount of These bonds shall insure complete performance by the Contractor of this Contract in accordance with all of its terms and provisions and payment of all amounts owed by the Contractor to others for work performed or materials provided under this Contract The Contractor agrees to diligently prosecute the work to final acceptance and to accept as full payment hereunder the amounts specified in this Contract and the Port agrees to make payments at the time in the amount and upon the terms and conditions specified herein The Contractor agrees to comply with all federal and state laws and regulations regarding nondiscrimination in employment employee benefits and facilities IN WITNESS WHEREOF the parties hereto have caused these presents to be duly executed FULL NAME OF CORPORATION THE PORT OF PORTLAND BY BY Signature Signature NAME NAME Print Print TITLE TITLE DATE DATE Approved as to Legal Sufficiency for the Port of Portland Counsel for The Port of Portland Approved by Commission on 4 14 15 AGREEMENT S PDX 13D 056 FTEND DOC 005200 2 DOCUMENT 006100 PERFORMANCE BOND Parties Principal Name Address Telephone Surety Name Address Telephone Obligee The Port of Portland 7200 N E Airport Way P O Box 3529 Portland Oregon 97208 Agreement Principal has entered into a contract Contract with Obligee for the foll
318. t and execution of the work in accordance with the contract is the responsibility of the Contractor SUBMITTALS Except as modified in this section the procedures required by Section 013300 Submittal Procedures shall be observed Submit a statement of CPM capability within 10 days following the Port s delivery of the fully executed contract stating that the Contractor has in house capability or if not naming a scheduling subcontractor to be employed by the Contractor to prepare the schedules required Include with this submittal scheduler s name and list of qualifications demonstrating that the scheduler has performed scheduling for projects of the same magnitude and complexity of this project Failure to provide this information may result in disqualification of the proposed scheduler At the preconstruction meeting submit for review by the Port a work progress schedule meeting the requirements below Within 5 days of receipt of review comments from the Port incorporate the Port s comments finalize and resubmit the work progress schedule for Port approval PART 2 PRODUCTS Not Used PART 3 EXECUTION 3 1 A 4 14 2015 CONTRACT SCHEDULE SUBMITTAL REQUIREMENTS The contract schedule submittal shall be developed in Critical Path Method CPM format using Primavera Project Management P6 Microsoft Project or pre bid approved equal It shall include CONSTRUCTION PROGRESS DOCUMENTATION S PDX 13D 056 DIV 01
319. t bond shall be on the forms prescribed by the bidding and contract requirements and executed by sureties 1 licensed to conduct business in the State of Oregon and 2 named in the current list of Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies as published in Circular 570 amended by the Audit Staff Bureau of Accounts U S Treasury Department All bonds signed by an agent shall be accompanied by a power of attorney or other evidence of the agent s authority to act on behalf of the surety 5 2 The Contractor shall substitute another bond and surety meeting the requirements of Item 5 1 within 5 days after the surety on any bond furnished by the Contractor 1 is declared bankrupt 2 becomes insolvent 3 has its right to do business terminated in any state where any part of the Work is located or 4 ceases to meet the requirements of Item 5 1 Workers Compensation 5 3 Contractor shall maintain workers compensation and employer s liability insurance for all employees subject to the workers compensation laws of the State of Oregon unless exempt and any other appropriate jurisdiction The amount of employer s liability insurance shall not be less Rev 05 14 GENERAL CONDITIONS S MASTERS STANDARDCONTRACTDOCS GCS DOC 007200 7 than 1 000 000 per accident and 1 000 000 per employee for disease In lieu of such insurance the Contractor may maintain
320. t carpeting wall surfaces elevator surfaces and doors 5 Packing and debris shall be transported in enclosed containers or carts and disposed of off Port property 6 Clean up any dirt or debris dropped while moving items and equipment through the building 1 11 STAGING PARKING AND WORK AREA A Access to and from staging parking and work areas shall be as shown on the drawings B Perform operations and movement within the staging parking and work areas in strict conformance with Port rules and regulations 4 14 2015 TEMPORARY FACILITIES AND CONTROLS S PDX 13D 056 DIV 01 015000 DOC 015000 3 C Only marked Contractor owned or operated vehicles required for proper execution of the work will be allowed in the work area No private passenger vehicles will be admitted 1 12 STORAGE AND PROTECTION OF MATERIAL AND EQUIPMENT A Port will designate the area in which the Contractor may store material and equipment B Protect materials and equipment from damage pilfering etc and fully relieve the Port of this responsibility C completion of the work remove unused materials and equipment and restore the area to original condition including any grading necessary to restore drainage patterns and surface smoothness D Store materials to be salvaged by the Contractor in the staging area E Store materials and equipment at least 10 feet from the airport security fence 1 13 CRANE LIFTS A Coordinate all
321. t driver responsibilities with the Contractor s approved escort vehicle s 1 In addition to being equipped with the amber omni directional flashing light and company identification markings described in Paragraphs E and F above the Contractor s escort vehicle s shall have signs mounted on the front and back Signs shall consist of a black background and yellow lettering containing the Contractor s name and the words ESCORT ONLY Signs shall be readable from a distance of 300 feet Escort vehicle s shall have an FAA orange and white checked flag 3 feet by 3 feet minimum attached to a pole mounted on the rear bumper and visible from 300 feet at all angles 2 Prior to assuming escort driver responsibilities the escort vehicle driver shall possess an authorized PDX security badge with escort driver endorsement icon 3 The escort vehicle driver shall serve as liaison and shall be responsible for transporting all workers to and from the work area 4 Personnel and vehicles authorized to be in the Restricted Area shall remain with the escort vehicle s while traveling to and from the work area 5 Vehicles may be escorted in convoy formation Convoy vehicles shall travel in close formation and the escort vehicle driver shall control speed to maintain safety Convoys shall normally consist of no more than three vehicles or two trucks and trailers plus the escort vehicle unless otherwise approved by the Port 6 All of the Contractor s
322. t of any additional work by others not noted in this Contract If the Contractor believes that the performance of such additional work by the Port or others involves additional expense to the Contractor or requires an extension of the Contract Time the Contractor shall notify the Port If any part of the Contractor s Work depends upon the work of any other contractor utility service company or the Port the Contractor shall inspect and promptly report to the Port in writing any reasons that render work by others unsuitable The Contractor s failure to report unsuitability of work by others shall constitute the Contractor s acceptance of the work by others as fit and proper for integration with the Contractor s Work Latent or non apparent defects and deficiencies in the work by others shall be reported to the Port in writing promptly upon discovery The Contractor shall do all cutting fitting and patching of the Work that may be required to make its parts come together properly and integrate with such other work The Contractor shall not endanger any work by others The Contractor shall cut or alter work by others only with the written consent of the Port and those whose work will be affected Unless otherwise specified the Port shall be the final authority regarding coordination issues between the Contractor and work by others GENERAL CONDITIONS Rev 05 14 007200 22 S MASTERS STANDARDCONTRACTDOCS GCS DOC ARTICLE 8 PORT S STATUS
323. t qualified 3G and 4G unless the Contractor can provide documentation that all project related welding will be performed in either the flat or horizontal positions in which case 2F and 2G qualifications are acceptable 2 Prior to commencement of welding submit copies of certification for each person who will do welding on the job END OF SECTION 014500 QUALITY CONTROL 4 14 2015 014500 2 S PDX 13D 056 DIV 01 014500 DOC SECTION 015000 TEMPORARY FACILITIES AND CONTROLS PART 1 GENERAL 1 1 A 1 2 1 3 1 4 1 5 4 14 2015 TEMPORARY UTILITIES The Contractor may use water and electric power from Port owned facilities at no cost as available SANITARY FACILITIES Provide and maintain sanitary facilities which meet the requirements of Oregon Revised Statutes ORS 654 150 and other applicable state and local health regulations Bear the costs that may be incurred in complying with ORS 654 150 and the rules adopted pursuant thereto FIRE PROTECTION Provide adequate fire fighting equipment to contain an equipment fire Make available and accessible in the work area Provide fire protection as required by Oregon Administrative Rules Division 3 Chapter 437 Subdivision F for building construction and demolition WATER VALVES Existing domestic water and fire protection services shall be maintained operational at all times unless specified scheduled and or approved otherwise All requests for scheduling wat
324. t the preconstruction meeting form follows these General Conditions The plan shall be updated and resubmitted as the work progresses SUPPLEMENTARY CONDITIONS S PDX 13D 056 FTEND DOC 007300 1 2 Submit proof of registration with the Bureau of Labor and Industries Apprenticeship and Training Division as a training agent for each trade where apprentices will be employed The Contractor shall also submit such proof for each Subcontractor employing registered apprentices if the subcontract is greater than 100 000 3 Enter all labor hours worked using the using the monthly workforce report form that follows these General Conditions Labor hours shall include journeyman hours and registered apprentice hours by trade Include hours worked by registered apprentices of Subcontractors if the subcontract is greater than 100 000 4 In the event that the Contractor is unable to accomplish the Port s target for registered apprentice participation the Contractor shall demonstrate that a good faith effort has been made In fulfilling the good faith effort the Contractor shall perform and when appropriate require his Subcontractors to perform the following steps Solicit apprentices from registered or accredited programs b Document the solicitation and in the event apprentices are not available obtain supporting documentation from the registered or accredited programs Demonstrate that the plan was updated as required by the Contract Doc
325. taller present for compliance with requirements for substrate construction and other conditions affecting performance of the Work Examine locations of electrical connections Proceed with installation only after unsatisfactory conditions have been corrected REPAIR AND COMPONENT REPLACEMENT Repair sectional doors and operating equipment complete with necessary hardware anchors inserts hangers and equipment supports according to manufacturer s written instructions and as specified STARTUP SERVICES Complete installation and startup checks according to manufacturer s written instructions Test and adjust controls and safety devices Replace damaged and malfunctioning controls and equipment ADJUSTING Adjust hardware and moving parts to function smoothly so that doors operate easily free of warp twist or distortion SECTIONAL DOORS S PDX 13D 056 CONSULTANT FINAL 083613 SECTIONAL DOORS DOCX 083613 7 B Lubricate bearings and sliding parts as recommended by manufacturer C Adjust doors and seals to provide weather resistant fit around entire perimeter END OF SECTION 083613 SECTIONAL DOORS 4 14 2015 083613 8 S PDX 13D 056 CONSULTANT FINAL 083613 SECTIONAL DOORS DOCX SECTION 085313 VINYL WINDOWS PART 1 GENERAL 1 1 A 1 2 1 3 G H 4 14 2015 DESCRIPTION Section includes vinyl framed windows PREINSTALLATION MEETINGS Preinstallation Conference Conduct conference at Project site
326. te and time of the deadline when bids are due Both documents should be completed even if the small businesses listed are inadequate to meet the goal On the Small Business Goal Compliance Report bidders should indicate in the space provided whether they believe the small businesses they listed meet the small business goal for this contract A Confirmation of Participation form should be submitted for each small business listed in the Small Business Goal Compliance Report If the lowest apparent responsive and responsible bidder a fails to complete or submit one or both documents b submits the documents but indicates it did not meet the small business goal or c submits the documents indicates it met the goal but fails to adequately demonstrate its goal compliance on the documents the bidder must submit within 24 hours of the Port s request adequate documentation to establish that the bidder made good faith efforts prior to bid opening to meet the goal The documentation may include without limitation affidavits telephone SUPPLEMENTARY INSTRUCTIONS TO BIDDERS S PDX 13D 056 FTEND DOC 002200 1 4 14 15 logs copies of published advertisements and any other documents relevant to showing the bidder s good faith efforts No particular format is required for the documentation Refer to subsection 2 immediately below for more information about establishing good faith efforts The Port may make a post bid investigation to confirm clarif
327. technicalities in a Bid if such waiver is in the best interest of the Port Acceptance of a bid by the Port and award of the Contract will be made by delivery of the fully executed Agreement to the successful bidder within 50 days after the bid opening date or as modified by Document 004100 Bid Form The bid may not be revoked by the bidder within this period Failure by the Port to deliver the fully executed Agreement to the successful bidder within the 50 day period will permit the bidder to withdraw his her bid If withdrawn the Port will return the bid security A bid remains effective until it is withdrawn by an affirmative act of the bidder or until the Port rejects the bid either expressly or impliedly by awarding the contract to another bidder ARTICLE 15 EXECUTION OF AGREEMENT AND BONDS 15 1 15 2 1 4 2015 Within 10 days after issuance of the Port s written notice or as otherwise requested the apparent low bidder Contractor shall execute and deliver the Agreement the Performance Bond and the Labor and Material Payment Bond to the Port The bonds shall each be for the total amount of the Contract The company providing the bonds shall be authorized to do business in the State of Oregon The Agreement and the bonds shall be on the forms provided by the Port The apparent low bidder if a joint venture partnership shall provide a copy of the joint venture agreement or partnership agreement evidencing authority to offer a
328. terial and pay related fees E the cost of inspections tests and approvals required as a result of failure to pass acceptance testing by the Port unless otherwise specified GENERAL CONDITIONS Rev 05 14 007200 32 S MASTERS STANDARDCONTRACTDOCS GCS DOC 12 3 The following shall not relieve the Contractor from his obligation to perform the Work in accordance with this Contract 1 observation by the Port 2 inspections 3 tests 4 approvals by others Uncovering Work 12 4 The Contractor at the Port s request shall uncover expose and reconstruct or otherwise make available for observation inspection testing or approval any portion of the Work The Contractor shall furnish all necessary labor material and equipment The cost shall be allocated as follows A The Contractor shall bear the cost if the Work was covered contrary to the direction of the Port B The Contractor shall bear the cost if the Work was covered without concurrence of the Port unless the Contractor had given the Port timely notice of intent to cover such Work and the Port did not act with reasonable promptness in response to such notice C The Contractor shall bear the cost if the previously installed Work is found to be Defective For situations not covered above the Contractor will be allowed an increase in the Contract Price or an extension of the Contract Time or both directly attributable to such uncovering exposure observation ins
329. th the payment clause included in the subcontract pursuant to this subsection The Contractor or first tier Subcontractor is not obligated to pay an interest penalty if the only reason that the Contractor or first tier Subcontractor did not make payment when payment was due is that the Contractor or first tier Subcontractor had not received payment from the Port or the Contractor when payment was due The interest penalty 1 Applies to the period that begins on the day after the required payment date and that ends on the date on which the amount due is paid and 2 Is computed at the rate specified in ORS 279C 515 2 Rev 05 14 GENERAL CONDITIONS S MASTERS STANDARDCONTRACTDOCS GCS DOC 007200 15 2 The Contractor shall include in each of his subcontracts a provision requiring the first tier Subcontractor to include a payment clause and an interest penalty clause that conforms to the standards of this section in each of his subcontracts and to require each of his Subcontractors to include such clauses in their subcontracts with each lower tier Subcontractor or supplier 3 clauses required by this section do not impair the right of the Contractor or a Subcontractor at any tier to negotiate and to include in the subcontract provisions that a Permit the Contractor or a Subcontractor to retain in the event of a good faith dispute an amount not to exceed 150 percent of the amount in dispute from the amount due a Subcontractor under t
330. the basis of the net change in cost Rev 05 14 GENERAL CONDITIONS S MASTERS STANDARDCONTRACTDOCS GCS DOC 007200 27 Unit Price Method 10 3 In the case of unit price bid items A The Port may increase the units of Work without limit or adjustment of unit prices B The Port may decrease the estimated quantity in a major item of Work A major item of Work is any item in a unit price bid schedule which is equal to or greater than 10 percent of the Contract Price as bid If the Port decreases the quantity in a major item of Work in excess of 25 percent the remaining quantity shall be subject to a negotiated change in unit price C The Port may decrease the estimated quantity or delete a minor item of Work minor item of Work is any item in a unit price bid schedule which is less than 10 percent of the Contract Price as bid If accumulation of such changes decreases the Contract Price more than 25 percent based on the estimated quantities and prices bid an equitable adjustment will be negotiated on the items of Work remaining Force Account Method 10 4 The force account method changes the Contract Price in accordance with the sum of all costs necessarily incurred and paid by the Contractor in the proper performance of the Work plus overhead and profit Except as otherwise may be agreed to in writing by the Port such costs shall be in amounts no higher than those prevailing in the locality of the Work shall include only the fol
331. the drawings used concealed fasteners and clips at all locations possible and where indicated on the drawings Expansion Provisions Provide for thermal expansion of exposed flashing and trim Space movement joints at a maximum of 10 feet with no joints allowed within 24 inches of corner or intersection Where lapped or bayonet type expansion provisions cannot be used or would not be sufficiently watertight form expansion joints of intermeshing hooked flanges not less than 1 inch deep filled with elastomeric sealant concealed within joints Fasteners Use fasteners of sizes that will penetrate substrate not less than 3 4 inches Weatherlap all components of the roofing and flashing provide minimum of 2 inch weather lap Sealant dependent detailing shall not be considered acceptable FLASHING INSTALLATION General Install sheet metal roof flashing and trim to comply with performance requirements sheet metal manufacturer s written installation instructions and SMACNA s Architectural Sheet Metal Manual Provide concealed fasteners where possible set units true to line and level as indicated Install work with laps joints and seams that will be permanently watertight Coordinate all work with metal panel coating installation where flashing is to be installed prior to or after coating Flashing Anchor to resist uplift and outward forces according to recommendations in FMG Loss Prevention Data Sheet 1 49 for specified wind zone and a
332. ties operating characteristics electrical characteristics and furnished accessories Shop Drawings For each installation and for special components not dimensioned or detailed in manufacturer s product data 1 Include plans elevations sections and mounting details 2 Include details of equipment assemblies Indicate dimensions required clearances and method of field assembly components and location and size of each field connection 3 Include points of attachment and their corresponding static and dynamic loads imposed on structure 4 Include diagrams for power signal and control wiring Qualification Data For Installer Sample Warranties For special warranties Maintenance Data For sectional doors to include in maintenance manuals As Built Drawings Maintain detailed records of repair activities and component replacement on Project Drawings QUALITY ASSURANCE Wood Sectional Door Manufacturer Qualifications A qualified manufacturer that is certified for chain of custody by an FSC accredited certification body Installer Qualifications An entity that employs installers and supervisors who are trained and approved by manufacturer for both installation and maintenance of units required for this Project SECTIONAL DOORS S PDX 13D 056 CONSULTANT FINAL 083613 SECTIONAL DOORS DOCX 083613 1 1 4 A B WARRANTY Special Warranty Installer agrees to repair or replace components of sectional doors that
333. tions must be submitted electronically using the Q amp A feature in the Port s online bidding system The project manual and drawings may be examined at Port offices address above however hard copies of drawings and specifications are not available directly from the Port Registered firms may download the project manual and drawings or order them for the cost of reproduction through the Port s online bidding system The Port may reject bids that do not comply with applicable public contracting procedures and requirements The Port may reject for good cause any or all bids if the Port finds that doing so is in the public interest Bidder compliance for this project includes the following 4 14 15 INVITATION TO BID S PDX 13D 056 FTEND DOC 001100 1 A Bids must be on the Port s bid form and must be accompanied by bid security made payable to The Port of Portland in an amount equal to at least 10 percent of the total amount bid B In accordance with ORS 279C 370 bidders must submit the enclosed First Tier Subcontractor Disclosure Form within two working hours after bid opening C The Port will not receive or consider a bid unless the bid contains a statement by the bidder that the bidder will comply with the provisions of ORS 279C 800 to 279C 870 regarding payment of prevailing wage rates on public works projects over 50 000 Current wage rates determined by the Oregon Bureau of Labor and Industries BOLI may be obtained from BOLT s
334. tive Rule 340 242 700 through 340 242 750 for architectural coatings applicable on the date bids are received used in the Portland Oregon Air Quality Management Area Reference Standard for Workmanship Oregon Council PDCA Show product name on label of containers identical with that used in product data submitted as specified above Field Control Samples 1 Request review of first finished room space or item of each color scheme required as sample of selected colors finish texture and workmanship under illumination equal to that expected at occupancy 2 For spray or roller application paint at least 100 sq ft of surface 3 Consider approved samples as the project standard The thickness of the dry paint film will be verified at various intervals and locations during the course of the painting work At each test several readings will be taken to determine the average mil thickness 1 An area will be considered deficient where when compared to the dry film thickness specified by the manufacturer or calculated from the recommended spreading rate the average of 5 readings is more than 10 percent low or a single reading is more than 30 percent low 2 Paint will be considered testable after twice the manufacturer s recommended time for recoating or 24 hours whichever is longer 4 14 2015 S PDX 13D 056 CONSULTANT FINAL 099 100 PAINTING DOCX 1 5 1 6 A B D PRODUCT DELIVERY
335. to be applied as a topcoat of a multi component system with a cured dry film thickness of no less than 24 mils Standard Manufacturer color Grey Cured top coat characteristics a Properties Test Result Hardness Shore A ASTM D 2240 65 Elongation ASTM D 412 300 Tensile Strength ASTM D 412 350 psi 1 Base Coat Highly elastic SEBS Styrene Ethylene Butylene Styrene based elastomeric sealant intended to be applied as a base coat of a multi component system with a cured dry film thickness of no less than 24 mils 2i Sealing tape Butyl adhesive fabric designed for use with coating system 3 Seam Coating Highly elastic solvent based single component elastomeric coating intended to be applied in a single layer when used with butyl adhesive fabric with a cured dry film thickness of no less than 24 mils Standard Manufacturer color Grey ACCESSORIES Sealant One part liquid elastomeric low modulus Type II Class A non sag silyl terminated polyether Provide backer rods bond breaker primers and cleaning agents as recommended by the manufacturer l Manufacturer 1 Sonneborne Sonolastic 150 with VLM Technology 2 Or pre bid approved equal High Temperature Sealant Silicone sealant of type grade class and use classifications required to seal joints and perform in high temperature applications up to 500 F 260 C 1 Manufacturer a Dow Corning Hi Temp Silicone Sealant b Or pre bid approved equal B
336. to disk via the Primavera Project Management P6 Microsoft Project Backup or pre bid approved equal utility 2 A narrative which identifies the work actually completed and reflects the progress along the critical path in terms of days ahead of or behind the contract milestone dates Specific requirements of the narrative are as follows a If the Monthly Update Report indicates an actual or potential delay to the contract milestone dates the narrative shall identify the problem cause and the activities affected b The narrative shall also address the following 1 A detailed change in duration of any activity and or logic changes to activities which were performed in a sequence different from the accepted contract schedule 2 Activities proposed to be added to or deleted from the contract schedule 3 Identification of executed change orders 3 Incorporation of all Port accepted schedule revisions 4 The mutually agreed to Monthly Update Report shall be the basis for evaluating the Contractors progress Documents in a single Monthly Update Report shall have the same data date irrespective of the dates of preparation of the individual documents 5 If the latest completion time for any required contract milestone date as indicated by the current Monthly Update Report does not fall within the time allowed by the contract the Contractor shall prepare and submit a plan to recover the lost time The Port may call for more frequent st
337. to meet the participation goal See the Supplementary Instructions to Bidders for more information related to small business participation goals The bidder certifies that under ORS 279A 120 it is a check one Resident Bidder L Nonresident Bidder If a nonresident bidder the bidder certifies residency of insert name of state where the bidder is a resident Failure to complete the foregoing certification of residency or nonresidency may render the bid nonresponsive Failure of a nonresident bidder to certify its state of residency also may render the bid nonresponsive 4 14 15 BID FORM S PDX 13D 056 FTEND DOC 004100 2 The bidder acknowledges that the Port has the right to reject any or all bids Name of Bidder Business Address of Bidder Business Phone Number Fax Number E Mail Address Signature of Authorized Person Printed Name of Authorized Person Title Date Name of Primary Contact Phone Number E Mail Address State of Oregon Construction Contractors Board Registration No Required for Bidding Bidder s Federal Tax I D No Required for Bidding Include with this bid Bid security Submit within two working hours of bid opening Document 004335 First Tier Subcontractor Disclosure Form Document 004336 Small Business Goal Compliance Report Document 004337 Confirmation of Participation forms Submit within 24 hours of the Port s
338. tor supplier or distributor shall have or acquire any title to or ownership rights in any of the Drawings Specifications or other documents or copies thereof prepared by or for the Port They shall not reuse any of them for any purpose unrelated to this Contract without the prior written consent of the Port and of any other person with an intellectual property interest in the documents Use of Electronic Documents 3 12 Those using electronic documents provided by the Port do so at their own risk Electronic documents are subject to data erosion erasure and alteration Because computer software may become obsolete with time the Port makes no warranties or representations regarding the ability to permanently access electronic documents it provides The Port makes no warranties or representations regarding the presence or absence of computer viruses in electronic documents it provides any person using an electronic document provided by the Port should check the document for computer viruses before using it in a manner that might allow the spread of a computer virus All or parts of electronic documents provided by the Port may be copyrighted and those using them are responsible for determining the existence of copyrights and for obtaining permission to copy copyrighted material ARTICLE 4 AVAILABILITY OF LANDS PHYSICAL CONDITIONS SURVEY CONTROL Availability of Lands 4 1 The Port will provide access to 1 lands upon which the Wo
339. tor from that part of the Work after the date of Substantial Completion The Port will allow the Contractor reasonable access to complete or correct items on the list 13 11 The Contractor may request in writing that the Port confirm Substantial Completion for a part of the Work The Port will only consider confirming Substantial Completion for a part of the Work if the Port desires that part to become operational 13 12 The Port may allow the Contractor use of equipment installed as part of the Work prior to Substantial Completion subject to the Contractor A Obtaining the Port s written approval B Maintaining the equipment and preparing and maintaining a log recording all maintenance activities C Returning equipment to as new condition upon Substantial Completion Partial Utilization 13 13 The Port may request in writing the use of any part of the Work which may be used without significant interference with construction of other parts of the Work If the Port requests use of any part of the Work prior to Substantial Completion of all the Work the Port will issue to the Contractor a letter granting Substantial Completion for that portion of the Work with a list of items to be completed or corrected The Port will assume responsibility for security safety operation maintenance and utilities for that part of the Work while it is being used by or under the control of the Port Final Inspection and Final Acceptance 13
340. tract award See the General Conditions for requirements C NO SUBSTITUTION materials products or services are not eligible for substitution requests See the General Conditions for requirements ARTICLE 5 ESTIMATED QUANTITIES 5 1 Estimated quantities shown in the bid form provide a basis for comparison of bids only The bidder shall verify the quantity of each bid item prior to submission of his her bid Reference is made to Change of Contract Price in the General Conditions ARTICLE 6 EXAMINATION OF SITE 6 1 Examine the site and conditions thereon Bids shall take into consideration conditions which may affect the work No additional compensation or extension of time will be allowed because of any condition of which the bidder could have informed himself either by examination testing sampling review of records or otherwise The Port s site study information if any will be made available to prospective bidders for review however the Port disclaims liability and responsibility for the completeness or accuracy thereof ARTICLE 7 OFFICIAL BID DOCUMENTS 7 1 Bidders may either view and download construction design and related documents electronically or obtain hard copies by ordering them through the Port s online bidding system at the then current cost of reproduction Bidders may only rely on the final construction design documents that the Port makes available through its online bidding system Bidders are respons
341. ts solvents thinners and related products that contain hazardous materials shall be in accordance with the requirements of this section 2 Unless otherwise specified by the Port make all reasonable attempts to use low volatile organic compound VOC content coating systems in the course of the work 3 Minimize the use of aerosol spray products containing VOCs or VOC propellants 4 Do not dispose of aerosol spray product containers as general solid waste unless the can has been depressurized and all liquid contents drained into a waste container outfitted with a device specifically designed to puncture aerosol cans The waste container shall also be outfitted with a carbon filter apparatus to minimize the loss of VOCS into the air and managed as solid or hazardous waste in accordance with the requirements of this section 5 Take all reasonable steps to minimize public exposure to VOCs and nuisance odors 6 Waste generated from painting operations such as scrap paint and solvents may be regulated as hazardous waste Manage these materials in accordance with the requirements of this section 4 If a spray booth is used at the work site for the application of coating systems ensure that the spray booth is properly serviced maintained and operated in accordance with local state and federal worker safety and environmental regulations including permitting 4 14 2015 ENVIRONMENTAL CONSTRUCTION CONTROLS S PDX 13D 056 DIV 01 015719 DOC 0
342. ttal shall include a stand alone document that conveys in writing a The Contractor s schedule assumptions constraints critical path critical activities and why they are critical permit requirements coordination required with the Port airlines other contractors utilities or any other parties and long lead delivery items Basis for resources Include anticipated quantities of work for each activity and the production rates used in determining resource allocation for activities CONSTRUCTION PROGRESS DOCUMENTATION 4 14 2015 013200 2 S PDX 13D 056 DIV 01 013200 DOC 3 2 4 14 2015 3 The contract schedule submittal shall include a compact disc containing a copy of the project files All data shall be written to disk via the Primavera Project Management P6 Microsoft Project Backup or pre bid approved equal utility The final accepted work progress schedule shall be the baseline from which changes in duration and logic shall be determined and shall be the basis for planning scheduling managing and executing the work MONTHLY UPDATE REPORT No later than 30 days after acceptance of the contract schedule and monthly thereafter the Contractor shall submit a Monthly Update Report The Monthly Update Report shall consist of 1 An updated CPM Network Diagram of the contract schedule format as previously specified herein and a compact disc containing an exact copy of the submittal All data shall be written
343. uipment proposed by the Contractor does not qualify as an equal item as defined above it will be considered a proposed substitute item This determination will be at the Port s sole discretion 2 The Contractor shall submit sufficient information as provided below to allow the Port to determine that the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor The Port will not accept requests for evaluation of proposed substitute items of material or equipment from anyone other than the Contractor The Contractor shall make the request as a submittal 3 The application shall certify that the proposed substitute item will adequately perform the functions and achieve the results called for by the general design be similar in substance to that specified and be suited to the same use as that specified GENERAL CONDITIONS Rev 05 14 007200 10 S MASTERS STANDARDCONTRACTDOCS GCS DOC 6 11 6 12 6 13 Rev 05 14 4 application shall state the extent if any to which the use of the proposed substitute item will prejudice the Contractor s achievement of Substantial Completion on time whether or not use of the proposed substitute item in the Work will require a change in this Contract or in the provisions of any other affected contract with the Port for work to adapt the design to the proposed substitute item and whether or not incorporation or use of the prop
344. uments d Submit documentation demonstrating what efforts the Contractor has taken to require Subcontractors to solicit and employ apprentices 5 In the event that the preceding steps have been followed the Contractor may also supplement the good faith efforts as follows a Submit documentation demonstrating successful apprentice utilization on previous contracts b Submit documentation indicating company wide apprentice utilization efforts and percentages of attainment 1 5 SMALL BUSINESS PARTICIPATION PROGRAM A Prior to Notice to Proceed 1 apparent successful bidder upon contract award and prior to Notice to Proceed shall submit to the Manager Contracts and Procurement copies of binding small business subcontracts B _ Post Contracting Changes in Small Business Participation 1 If circumstances arise after Notice to Proceed which reduce small business participation the Contractor shall immediately notify the Port and request a meeting with the Construction Contract Manager and the Small Business Program Manager At this meeting the Contractor shall a Present the circumstances which brought about the reduction in small business participation and b Present plans or actions to bring the small business participation back to the level promised C Replacing a Small Business 1 The Contractor shall notify the Port and obtain its written approval before replacing a small business or making any change in the
345. urer s standard color 1 22 gauge as sized on Drawings with downspout elbows and downspout straps same color as wall panels unless specified otherwise Roof Curbs Welded units fabricated for shingled installation with roof panels minimum 18 gauge Galvalume coated steel or stainless steel with welds cleaned and treated with protective coating compatible with the Galvalume substrate 1 Top of curbs horizontal with 1 1 2 inch perimeter flange 2 Curb walls insulated with 1 1 2 inch 3 pcf density rigid glass fiber insulation 3 Water Diversion Integral 4 inch high by full length cricket on upslope side 4 Upslope and down slope curb flanges with integral welded inside and outside cell closures compatible with the roof panel profile 5 Curb Framing Mounted on secondary structural members and installed from the top compatible with the thermal expansion and contraction properties of the roof on which it is used 6 Opening Size As indicated on Drawings 7 Curbs for SSR Roof Panels One piece type MATERIALS Structural Steel Plate Bar Sheet And Strip for Use in Bolted and Welded Constructions ASTM 572 572M 529 A 529M 1011 A36 A 36M Modified 50 with minimum yield strength of 55 000 psi Galvanized Structural Steel Material for Use in Roll Formed or Press Broken Secondary Structural Members ASTM A 653 with minimum yield strength of 55 000 psi STEEL BUILDING SYSTEM S PDX 13D 056 CONSULTANT
346. utyl Sealant ASTM 1311 single component solvent release butyl rubber sealant polyisobutylene plasticized heavy bodied for hooked type expansion joints with limited movement Provide backer rods bond breaker primers and cleaning agents as recommended by manufacturer Pipe Flashing Flexible preformed premolded graduated weather resistant round EPDM or Silicone flashing with an aluminum reinforced flanged base for a formable compression seal to metal panels Use high temperature silicone product where required 1 ITW Buildex Dektite 2 ITW Buildex High Temp Dektite for temperatures above 200 F 3 Or prebid approved equal Galvanized Wire 17 gauge galvanized steel wire Machine Screws 1 2 long 10 stainless steel screws machine thread METAL PANEL ROOF REPAIRS 02 13 2015 074100 4 I PRC files R3090 03 Design Specs 60 Review G H I Locking nuts Stainless steel locking nuts with nylon insert for use with 10 machine thread screws Provide all miscellaneous items as required for a complete and proper installation Rust inhibitive primer Water based acrylic primer for use on metal roof systems 1 Manufacturer a Karnak Corporation 505 P Rust Inhibiting Primer b Or pre bid approved equal PART 3 EXECUTION 3 1 3 2 3 3 3 4 02 13 2015 Contractor shall locate and identify all torn flashings abandoned fastener holes tears lo
347. vide design of attachment of both the unit to the curb and the curb to the structure For units weighing greater than 2500 pounds or curbs more than 10 feet long provide substantiating calculations the curb can accept the prescribed seismic forces 2 Number size capacity and location of seismic restraint devices and anchors for vibration isolation and suspended equipment Provide calculations test data or California OSHPD approval number verifying the horizontal and vertical ratings of the seismic restraint devices 3 Number size capacity and location of braces and anchors for suspended piping ductwork conduit and cable trays on as built plan drawings a The Contractor shall select a single seismic restraint system pre designed to meet the requirements of the OSSC such as the 1999 Mason Industries Seismic Restraint Guidelines for Suspended Piping Ductwork and Electrical Systems b Details or designs from separate seismic restraint guidelines are not acceptable Installation not addressed by the selected system shall be designed detailed and submitted alone with the as built plan drawings Maximum seismic loads shall be indicated on drawings at each brace location Drawings shall bear the stamp and signature of the registered professional structural engineer licensed in the state of Oregon who designed the layout of the braces D Supports Hangers and Anchors Comply with the requirements of Section 230529 Hangers and Sup
348. vide radio communications for all nighttime lifts and any time Contractor personnel are not in visual contact with the crane operator Provide make model and operating frequency of radios used for approval by FAA if within airport transition zones Designate one person to handle all communications with the crane operator 8 A list of all Port tenant or other activities affected by the lift activities and how each effect will be remedied Upon request the Port will provide existing drawings of the work area and or design criteria for work area and access route 1 14 EXTERIOR SITE PROTECTION A extreme care to ensure no work related debris or other loose items are allowed to be blown by wind or jet engine blast The Contractor shall be responsible for any resulting damage to jet engines and or other property arising from failure to secure and or protect debris tools supplies or other loose items 1 15 TRANSPORTATION OF MATERIAL A If shipments of hazardous material including hazardous debris contaminated soil or water and hazardous waste will be unloaded onto or loaded from Port property the Contractor shall have a qualified person available onsite when shipments are received or made who is current with U S Department of Transportation DOT approved training for the transportation of hazardous materials The storage and shipment of hazardous waste shall also comply with the requirements of these specifications B
349. which the Port has paid the Contractor but which has been stored elsewhere The Contractor shall allow the Port s representatives contractors agents and employees such access to the site as may be necessary to exercise the rights under this paragraph All direct and indirect costs in exercising such rights will be charged against the Contractor A Change Order will be executed incorporating the necessary revisions to this Contract and a reduction in the Contract Price Such direct and indirect costs will include in particular but without limitation 1 additional professional services required and 2 repair and replacement of the Work of others destroyed or damaged by correction removal or replacement of the Contractor s Defective Work The Contractor will not be allowed an extension of the Contract Time because of any delay in performance of the Work attributable to the exercise of the Port s rights under this paragraph ARTICLE 13 PAYMENTS TO THE CONTRACTOR AND COMPLETION Before Request for Progress Payment 13 1 Prior to submitting the first request for progress payment the Contractor shall submit the following to the Port Work progress schedule Final submittal schedule Cash flow schedule Lump sum breakdown of the Work H g Aaw Wage certification 1 Ifthe Contractor is required to file a certified statement under ORS 279C 845 and the certified statement has not been filed as required the Port will retain 25 p
350. y or expand upon facts set forth in the documentation submitted by the bidder which investigation may in the Port s sole discretion exceed the 24 hour time period stated above Such investigation may include among other things requests for further documentation from the bidder In the event the Port requests good faith efforts documentation from more than one bidder which the Port reserves the right to do in its sole discretion the 24 hour period stated above runs from the date and time of the Port s request to each such additional bidder Good Faith Efforts Documentation a The following nonexclusive list of good faith actions is in substantial accordance with ORS 200 045 Evidence of such good faith actions or other factors and efforts as may be appropriate will be considered by the Port in deciding whether a bidder made good faith efforts to meet the small business goal Unless required to overcome the rebuttable presumptions described in sections c and d below not all of the actions in section b below are necessary in all cases The sample checklist and contact log available on the Port s online bidding system are optional and are intended to help bidders optimize and document their good faith actions but what actions and evidence of actions are adequate to demonstrate good faith efforts will be determined by the Port at its sole discretion on a case by case basis b Good Faith Efforts 1 The bidder attended any pre solicitation
351. y protected location and within the temperature range required by coating system manufacturer Protect stored liquid material from direct sunlight 1 Discard and legally dispose of liquid material that cannot be applied within its stated shelf life Handle and store roofing materials and place equipment in a manner to avoid permanent deflection of metal panel roofing WARRANTY Contractor s Warranty The contractor shall provide a written warranty guaranteeing all roof repairs against defects of quality of work and materials for a period of two years from the date of final acceptance The warranty shall be delivered to the Port prior to final acceptance of work Manufacturer s Warranty Coating material manufacturer shall provide a written warranty covering performance of the coating materials and systems for a period of 5 years PRODUCTS ELASTOMERIC COATING SYSTEM Two Part SEBS Styrene Ethylene Butylene Styrene modified elastomeric fluid applied coating system consisting of a primer coat a fluid applied base coat fluid applied topcoat butyl faced sealing tape and seam coating 1 Manufacturers a Karnak Corporation 502 Elasto Kote System METAL PANEL ROOF REPAIRS IAPRC files R3090 03 Design Specs 60 Review 074100 3 22 b Inland Coating RC 2000 Henry 517 518 Metal Shield d Or pre bid approved equal Top Coat Highly elastic solvent based single component elastomeric coating intended
352. y could have been anticipated by the Contractor this Contract may be amended to allow additional compensation time or both as reasonably necessary to accommodate the differing conditions Survey Control 4 4 The Port will provide engineering surveys and establish those survey control points necessary for the Contractor to lay out the Work The Contractor shall 1 lay out the Work unless otherwise specified in this Contract 2 protect and preserve the established survey control points and 3 make no change or relocation of the survey control points without the prior written approval of the Port The Contractor shall report to the Port whenever any survey control point is lost destroyed or requires relocation At no additional cost to the Port the Contractor shall be responsible for the accurate replacement or relocation of survey control points lost or destroyed without Port approval Such replacement shall be by a professional land surveyor licensed by the State of Oregon ARTICLE 5 BONDS AND INSURANCE Bonds 5 1 The Contractor shall furnish a performance bond and a labor and material payment bond each in an amount equal to the Contract Price as security for the faithful performance of and payment of all the Contractor s obligations under this Contract The bonds shall remain in effect until at least one year after the date of Final Acceptance except as otherwise provided by Law The performance bond and labor and material paymen
353. y part of the Work by the Port Recommendation by Port staff for any progress or final payment Payment by the Port to the Contractor 7m on wD Issuance of a letter of Substantial Completion Issuance of a letter of Final Acceptance Contractor s Warranty of Title 13 18 The Contractor warrants that title to all Work and material covered by any request for payment whether incorporated in the Work or not will pass to the Port at the time of payment Title shall be free and clear of all liens claims security interests and encumbrances Rev 05 14 GENERAL CONDITIONS S MASTERS STANDARDCONTRACTDOCS GCS DOC 007200 37 Waiver of Claims 13 19 The acceptance of final payment will constitute a waiver of all claims by the Contractor against the Port other than those previously made in writing and still unsettled Liquidated Damages 13 20 Time is of the essence of this Contract The Port will be harmed if the Work is not substantially complete by the Substantial Completion date established by this Contract The parties agree that ascertaining the actual operational or business impact damages suffered by the Port as a result of that harm is impractical Therefore the Contractor shall pay the Port liquidated damages at the rate established by this Contract The parties agree that as of the date this Contract is signed the established rate of liquidated damages is a reasonable forecast of the Port s actual operational or business imp

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